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18-0515_VERMEULEN RANCH CENTER, LLC_D1_Agenda Report_Encl 2_App E
I NITIAL S TUDY/MITIGATED N EGATIVE D ECLARATION MARCH 2018 T HE F ARM S PECIFIC P LAN P ROJECT C ITY OF S AN J UAN C APISTRANO, C ALIFORNIA P:\JCA1703\CEQA\Pre-Print MND\Draft MND.docx «03/02/18» APPENDIX E TRAFFIC IMPACT ANALYSIS T HE F ARM S PECIFIC P LAN P ROJECT C ITY OF S AN J UAN C APISTRANO, C ALIFORNIA I NITIAL S TUDY/MITIGATED N EGATIVE D ECLARATION M ARCH 2018 P:\JCA1703\CEQA\Pre-Print MND\Draft MND.docx «03/02/18» This page intentionally left blank February 20, 2018 TRAFFIC IMPACT ANALYSIS THE FARM SPECIFIC PLAN SAN JUAN CAPISTRANO, ORANGE COUNTY, CALIFORNIA This Traffic Impact Analysis has been prepared under the supervision of Donson H. Liu, T.E. Signed _________________________________________ February 20, 2018 TRAFFIC IMPACT ANALYSIS THE FARM SPECIFIC PLAN SAN JUAN CAPISTRANO, ORANGE COUNTY, CALIFORNIA Submitted to: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Prepared by: LSA 20 Executive Park, Suite 200 Irvine, California 92614-4731 (949) 553-0666 Project No. JCA1703 T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» i TABLE OF CONTENTS TABLE OF CONTENTS ............................................................................................................................... i LIST OF ABBREVIATIONS AND ACRONYMS ............................................................................................ iii INTRODUCTION .......................................................................................................... 1 PROJECT DESCRIPTION ................................................................................................ 4 ANALYSIS METHODOLOGY .......................................................................................... 4 Study Area ..................................................................................................................................... 4 Intersection Level of Service Methodologies ................................................................................ 6 Roadway Segment Level of Service Methodology ........................................................................ 7 Threshold of Significance .............................................................................................................. 7 EXISTING BASELINE CONDITION .................................................................................. 8 Existing Circulation System ........................................................................................................... 8 Pedestrian Circulation ................................................................................................................. 11 Bicycle Circulation ....................................................................................................................... 11 Transit Facilities ........................................................................................................................... 11 Existing Traffic Volumes and LOS Analysis .................................................................................. 11 PROJECT CONDITION ................................................................................................ 16 Trip Generation ........................................................................................................................... 16 Trip Distribution and Assignment................................................................................................ 16 EXISTING PLUS PROJECT CONDITION ......................................................................... 16 EXISITNG PLUS PROJECT PLUS CUMULATIVE CONDITION........................................... 19 BUILDOUT CONDITION .............................................................................................. 29 ACCESS AND ON-SITE CIRCULATION ANALYSIS .......................................................... 31 Sight Distance Analysis ................................................................................................................ 37 CONSTRUCTION ANALYSIS ........................................................................................ 37 CONCLUSIONS .......................................................................................................... 39 APPENDICES A: Existing Traffic Volumes B: ICU Worksheets C: HCM Worksheets D: Cumulative Project Information E: OCTAM Outputs T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» ii FIGURES AND TABLES FIGURES Figure 1: Project Vicinity ......................................................................................................................... 2 Figure 2: Conceptual Site Plan ................................................................................................................ 3 Figure 3: Existing Geometry ................................................................................................................. 10 Figure 4: Existing Peak-Hour Volumes .................................................................................................. 12 Figure 5: Project Trip Distribution and Assignment ............................................................................. 17 Figure 6: Existing Plus Project Peak-Hour Volumes .............................................................................. 18 Figure 7: Locations of Cumulative Projects .......................................................................................... 23 Figure 8: Cumulative Projects Peak-Hour Volumes .............................................................................. 24 Figure 9: Existing Plus Project Plus Cumulative Peak-Hour Volumes ................................................... 25 Figure 10: Buildout Geometry .............................................................................................................. 32 Figure 11: Buildout Peak-Hour Volumes .............................................................................................. 33 Figure 12: Del Obispo Street Sight Distance ......................................................................................... 38 TABLES Table A: Existing Intersection Level of Service Summary (ICU) ............................................................ 13 Table B: Existing Intersection Level of Service Summary (HCM) .......................................................... 14 Table C: Existing Roadway Segment Level of Service Summary........................................................... 15 Table D: Project Trip Generation .......................................................................................................... 16 Table E: Existing Plus Project Intersection Level of Service Summary (ICU) ........................................ 20 Table F: Existing Plus Project Intersection Level of Service Summary (HCM) ...................................... 21 Table G: Existing Plus Project Roadway Segment Level of Service Summary ...................................... 22 Table H: Cumulative Projects Summary ............................................................................................... 26 Table I: Existing Plus Project Plus Cumulative Intersection Level of Service Summary (ICU) .............. 27 Table J: Existing Plus Project Plus Cumulative Intersection Level of Service Summary (HCM) ............ 28 Table K: Existing Plus Project Plus Cumulative Roadway Segment Level of Service Summary ............ 30 Table L: Buildout Intersection Level of Service Summary (ICU) ........................................................... 34 Table M: Buildout Intersection Level of Service Summary (HCM) ....................................................... 35 Table N: Buildout Roadway Segment Level of Service Summary ......................................................... 36 Table O: Construction Trip Generation Summary ................................................................................ 40 Table P: Existing Plus Construction Intersection Level of Service Summary (ICU) ............................... 41 Table Q: Existing Plus Construction Intersection Level of Service Summary (HCM) ............................ 42 Table R: Existing Plus Construction Roadway Segment Level of Service Summary ............................. 43 T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» iii LIST OF ABBREVIATIONS AND ACRONYMS ADT average daily traffic (or average daily trips) APN Assessor’s Parcel Number(s) CAMUTCD California Manual on Uniform Traffic Control Devices CEQA California Environmental Quality Act CMP Congestion Management Program ft foot/feet HCM Highway Capacity Manual I-5 Interstate 5 ICU Intersection Capacity Utilization LOS level(s) of service MPAH Master Plan of Arterial Highways mph miles per hour NCHRP National Cooperative Highway Research Program NDS National Data & Surveying Services OCTA Orange County Transportation Authority OCTAM Orange County Transportation Analysis Model SCAG Southern California Association of Governments SR-74 State Route 74 TAZ Traffic Analysis Zone TIA Traffic Impact Analysis v/c volume-to-capacity vph vehicles per hour T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 1 TRAFFIC IMPACT ANALYSIS THE FARM SPECIFIC PLAN INTRODUCTION The purpose of this Traffic Impact Analysis (TIA) is to identify the potential traffic and circulation impacts associated with the proposed Farm Specific Plan (proposed project) at 32382 Del Obispo Street in San Juan Capistrano. The project establishes a plan for the future development of a residential community consisting of up to 180 single-family detached homes, a 0.5-acre park, and a 1-acre shared-use trail. The approximately 35-acre project site consists of Assessor’s Parcel Numbers (APN) 121-182-53 and 121-182-17. The project site is bordered on the north by Mariners Ocean Hills Church and Private Academy (kindergarten through 8th grade), Del Obispo Terrace (a senior residential facility), and Rancho Alipaz Mobile Home Park (for residents age 55 and older). It is bordered by Kinoshita Elementary School and Via Positiva to the south. The eastern and western boundaries are Alipaz Street and Del Obispo Street (and existing retail uses), respectively. Primary access to the project site will be provided along Del Obispo Street, with a secondary entrance on Via Positiva. The project driveway on Del Obispo Street will create the fourth leg of the existing Del Obispo Street/Via Pimienta intersection. The project will also include installation of a traffic signal at Del Obispo Street/Via Pimienta–Project Driveway. A traffic signal at the intersection of Del Obispo Street/Via Pimienta–Project Driveway is recommended as a project design feature to improve the levels of service for all future cumulative and buildout conditions. The proposed traffic signal would be coordinated with the traffic signals at the intersections of Del Obispo Street/Calle Aspero and Del Obispo Street/Via Vermeulen. A project vicinity map is presented on Figure 1. Figure 2 illustrates the conceptual site plan. This TIA addresses three general issues associated with the development of the proposed project: 1. Increases in traffic volumes at nearby intersections and roadway segments 2. Adequacy of the proposed access locations and on-site circulation 3. Adequacy of the proposed parking supply This TIA examines the following four scenarios: 1. Existing Conditions 2. Existing Plus Project 3. Existing Plus Project Plus Cumulative (2022, corresponding to the project opening year) 4. Year 2040 Buildout (corresponding to buildout of the City of San Juan Capistrano [City] General Plan, including the project) SOURCE: Bing Maps (c. 2008); ESRI (2008)Project VicinityFEET6003000NPROJECTSITEDel ObispoTerraceDel ObispoTerraceOcean HillsMariners ChurchOcean HillsMariners ChurchThe Rancho AlipazMobile Home ParkThe Rancho AlipazMobile Home ParkKinoshitaFarmKinoshitaFarmKinoshitaElementarySchoolKinoshitaElementarySchoolSan JuanCapistranoCommunity Centerand Sports ParkSan JuanCapistranoCommunity Centerand Sports ParkFIGURE 1I:\JCA1703\G\Traffic\Project Vicinity.cdr (1/17/2018)The Farm Specific Plan5CAMINO CAPISTRANOCAMINO CAPISTRANOCAMINO DEL AVIONCAMINO DEL AVIONDEL OBISPO STDEL OBISPO STALIPAZ STALIPAZ STVIA POSITIVAVIA POSITIVAVermeulenRanch CenterVermeulenRanch CenterMountainView ChurchMountainView Church Final Land Use Planto be Provided with SubdivisionParkSOURCE City of San Juan Capistrano:NFIGURE 2Conceptual Site PlanI:\JCA1703\G\Traffic\Conceptual Site Plan.cdr (1/17/2018)The Farm Specific PlanSingle FamilyResidentialUp to 180 Units T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 4 The following analysis periods have been evaluated: 1. Weekday a.m. peak hour (between 7:00 a.m. and 9:00 a.m.) (for study area intersections) 2. Weekday p.m. peak hour (between 4:00 p.m. and 6:00 p.m.) (for study area intersections) 3. Daily (24 hours) (for study area roadway segments) PROJECT DESCRIPTION The project establishes a plan that would allow for the future development of a master-planned community with up to 180 single-family detached homes. The project also includes a local-serving 0.5-acre neighborhood park (“Harvest Park”) and a 1-acre multi-use trail (“Ecology Trail”) leading from Del Obispo Street to the existing Ecology Center on Alipaz Street approximately 0.1 mile south of the project site. The project intends to create a new residential community with a trail system that would provide convenient access to multiple public and private schools, public parks, the San Juan Capistrano Community Center, Sports Park, and the Ecology Center within the vicinity of the project site. In addition, the project site’s proximity to the Downtown Mission District, approximately 1.3 miles northeast of the site, would provide residents with nearby retail and entertainment opportunities. The project will construct two full-access driveways on Del Obispo Street and Via Positiva. Primary access will be provided on Del Obispo Street directly across from Via Pimienta (the access for the new Oliva housing development). As a project design feature, the project will install a traffic signal at the new four-leg intersection of Del Obispo Street/Via Pimienta–Project Driveway. The proposed traffic signal will be coordinated with the existing traffic signals at the intersections of Del Obispo Street/Calle Aspero and Del Obispo Street/Via Vermeulen. Secondary access will be provided on Via Positiva. ANALYSIS METHODOLOGY This TIA is prepared consistent with the objectives and requirements of the City’s Administrative Policy No. 310, the City’s General Plan Circulation Element and Growth Management Element (December 1999), the Orange County Congestion Management Program (CMP) (November 2015), and applicable provisions of the California Environmental Quality Act (CEQA), including disclosure of project impacts in both existing and cumulative horizon years. Study Area The scope of work, including the project study area, was reviewed and approved by the City’s Traffic Engineer. It should be noted that the City initially identified 24 preliminary study area intersections and 18 preliminary study area roadway segments. However, 4 intersections and 4 roadway segments predetermined by the TIA scope of work issued by the City on September 14, 2017, that would experience the addition of fewer than 50 peak-hour project trips were removed from the study area. As such, the final study area analyzed in this report includes the following 20 intersections and 16 roadway segments: T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 5 Intersections 1. Interstate 5 (I-5) northbound ramps/Ortega Highway (State Route 74 [SR-74]) (CMP Monitoring Location) 2. I-5 southbound ramps/Ortega Highway (CMP Monitoring Location) 3. Del Obispo Street/Ortega Highway 4. El Camino Real/Ortega Highway 5. Camino Capistrano/Ortega Highway 6. Camino Capistrano/Verdugo Street 7. Camino Capistrano/Forster Street 8. Camino Capistrano/Del Obispo Street 9. Paseo Adelanto/Del Obispo Street 10. Alipaz Street/Del Obispo Street 11. Via Belardes–Paseo Carolina/Del Obispo Street 12. Aguacate Road/Del Obispo Street 13. Del Obispo Street/Calle Aspero 14. Del Obispo Street/Via Pimienta–Project Driveway 15. Del Obispo Street/Via Vermeulen 16. Del Obispo Street/Camino Del Avion 17. Alipaz Street/Via Positiva 18. Alipaz Street/Camino Del Avion 19. Project Driveway/Via Positiva 20. Via Positiva/Camino Del Avion Roadway Segments 1. Ortega Highway between I-5 northbound ramps and I-5 southbound ramps (CMP Monitoring Location) 2. Ortega Highway between I-5 southbound ramps and Del Obispo Street 3. Ortega Highway between Del Obispo Street and El Camino Real 4. Ortega Highway between El Camino Real and Camino Capistrano 5. Del Obispo Street between Ortega Highway and Camino Capistrano 6. Del Obispo Street between Camino Capistrano and Paseo Adelanto 7. Del Obispo Street between Paseo Adelanto and Alipaz Street 8. Del Obispo Street between Aguacate Road and Calle Aspero 9. Del Obispo Street between Calle Aspero and the project driveway 10. Del Obispo Street between the project driveway and Via Vermeulen 11. Del Obispo Street between Via Vermeulen and Camino Del Avion 12. Alipaz Street between Del Obispo Street and Via Positiva 13. Alipaz Street between Via Positiva and Camino Del Avion 14. Via Positiva between Alipaz Street and the project driveway 15. Via Positiva between the project driveway and Camino Del Avion 16. Camino Capistrano between Ortega Highway and Del Obispo Street T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 6 Intersection Level of Service Methodologies Per the City’s Administrative Policy No. 310, intersections are evaluated using both the Intersection Capacity Utilization (ICU) and Highway Capacity Manual (HCM) methodologies. The ICU methodology for signalized intersections compares the volume-to-capacity (v/c) ratios of conflicting turn movements at an intersection, sums up these critical conflicting v/c ratios for each intersection approach, and determines the overall ICU. The ICU calculations assume a lane capacity of 1,700 vehicles per hour (vph) and a clearance interval (or loss time) of 0.05. The resulting ICU is expressed in terms of level of service (LOS), where LOS A represents free-flow activity and LOS F represents overcapacity operation. The relationship between LOS and the ICU value (i.e., v/c ratio) is as follows: Level of Service Volume-to-Capacity (ICU Methodology) A ≤0.60 B >0.60 and ≤0.70 C >0.70 and ≤0.80 D >0.80 and ≤0.90 E >0.90 and ≤1.00 F >1.00 ICU = Intersection Capacity Utilization In addition to the ICU methodology of calculating intersection LOS, the HCM methodology was used. The HCM intersection methodology presents LOS in terms of delay (in seconds per vehicle). The resulting delay is expressed in terms of LOS, as in the ICU methodology. The relationship between LOS and the delay (at signalized and unsignalized intersections) is shown below: Level of Service Signalized Intersection Delay (seconds) per Vehicle (HCM Methodology) Unsignalized Intersection Delay (seconds) per Vehicle (HCM Methodology) A ≤10.0 ≤10.0 B >10.0 and ≤20.0 >10.0 and ≤15.0 C >20.0 and ≤35.0 >15.0 and ≤25.0 D >35.0 and ≤55.0 >25.0 and ≤35.0 E >55.0 and ≤80.0 >35.0 and ≤50.0 F >80.0 >50.0 HCM = Highway Capacity Manual The study area intersection LOS analysis was conducted for the weekday a.m. and p.m. peak hours. LSA obtained a.m. and p.m. peak-hour signal timing data from the City for the study area intersections. The City requires an HCM operational analysis of study area intersections designated as “hot spots” using the Synchro computer software package. Intersections designated as hot spots are closely spaced and experience high volumes during the peak hours. Based on discussion with City staff, the peak 15-minute volumes in the a.m. and p.m. peak-hour periods are multiplied by 4 to represent the T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 7 peak-hour volumes at the hot spot intersections. This analysis is conducted to evaluate the impacts of the proposed project on the signal operations of these locations. In addition to the hot spot locations along Del Obispo Street, LSA utilized Synchro (version 10) for the HCM analysis of all other study area intersections. Roadway Segment Level of Service Methodology Roadway segment v/c ratios were determined using the daily capacities contained in the Orange County Transportation Authority (OCTA) Guidance for Administration of the Orange County Master Plan of Arterial Highways (MPAH). Facility types were taken from the City’s General Plan and the MPAH. The following table illustrates daily capacities for roadways in the study area: Facility Type Number of Lanes Capacity Major 8 75,000 Major 6 56,300 Primary 4 (Divided) 37,500 Secondary 4 (Undivided) 25,000 Limited Secondary 2 (Divided) 20,000 Local Arterial 2 (Undivided) 12,500 Threshold of Significance The City considers LOS D as the upper limit of satisfactory operations for intersections and roadway segments. However, as indicated in the City’s General Plan Circulation Element, the following intersections and roadway segments are identified as hot spot locations (i.e., School hot spot, Operations hot spot, and Space Constrained hot spot) where LOS E is considered satisfactory. Hot Spot Intersections 1. I-5 northbound ramps/Ortega Highway (SR-74) 2. I-5 southbound ramps/Ortega Highway 3. Del Obispo Street/Ortega Highway 8. Camino Capistrano/Del Obispo Street 9. Paseo Adelanto/Del Obispo Street 10. Alipaz Street/Del Obispo Street 20. Via Positiva/Camino Del Avion Hot Spot Roadway Segments 1. Ortega Highway between I-5 northbound ramps and I-5 southbound ramps 2. Ortega Highway between I-5 southbound ramps and Del Obispo Street 5. Del Obispo Street between Ortega Highway and Camino Capistrano 6. Del Obispo Street between Camino Capistrano and Paseo Adelanto 7. Del Obispo Street between Paseo Adelanto and Alipaz Street Based on the City’s Administration Policy No. 310, a project impact occurs at a non-hot spot intersection (or roadway segment) when the project’s increase in ICU (or v/c ratio) is 0.01 or greater and the resulting LOS is E or F (ICU methodology). A project impact also occurs at a non-hot spot T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 8 intersection when the project’s increase in delay is 1.0 second or greater and the resulting LOS is E or F (HCM methodology). A project impact occurs at a hot spot intersection (or roadway segment) when the project’s increase in ICU (or v/c ratio) is 0.01 or greater and the resulting LOS is F. A project impact also occurs at a hot spot intersection when the project’s increase in delay is 1.0 second or greater and the resulting LOS is F. A cumulative impact occurs at a non-hot spot intersection (or roadway segment) when the project’s increase in ICU (or v/c) between Existing Baseline and Existing Plus Project conditions is 0.01 or greater and the Existing Plus Project LOS is A, B, C, or D, and the Existing Plus Project Plus Cumulative LOS is E or F. A cumulative impact also occurs at a non-hot spot intersection when the project’s increase in delay between Existing Baseline and Existing Plus Project conditions is 1.0 second or greater and the Existing Plus Project LOS is A, B, C, or D, and the Existing Plus Project Plus Cumulative LOS is E or F. A cumulative impact occurs at a hot spot intersection (or roadway segment) when the project’s increase in ICU (or v/c) between Existing Baseline and Existing Plus Project conditions is 0.01 or greater and the Existing Plus Project LOS is A, B, C, D, or E, and the Existing Plus Project Plus Cumulative LOS is F. A cumulative impact also occurs at a hot spot intersection when the project’s increase in delay between Existing Baseline and Existing Plus Project conditions is 1.0 second or greater and the Existing Plus Project LOS is A, B, C, D, or E, and the Existing Plus Project Plus Cumulative LOS is F. A buildout impact is the same as the cumulative criteria above for hot spot and non-hot spot locations. EXISTING BASELINE CONDITION Existing Circulation System Key roadways in the vicinity of the proposed project are as follows: • Del Obispo Street: Del Obispo Street is a roadway that provides direct access to the project site. It is four-lane divided roadway between Ortega Highway and Aguacate Road and between Via Vermeulen and Pacific Coast Highway in Dana Point, but it has three lanes (two northbound lanes and one southbound lane) between Aguacate Road and Via Vermeulen. In 2017, the City approved the Del Obispo Street Widening project that is currently under construction and that will result in four lanes (two lanes in each direction) between Aguacate Road and Via Vermeulen. Therefore, this widening project has been taken into consideration in the Existing Plus Project (and Existing Plus Construction), Existing Plus Project Plus Cumulative, and Year 2040 Buildout scenarios. Although Del Obispo Street is designated as a Secondary Arterial in the City’s Circulation Element, it functions as a six-lane facility between Camino Capistrano and Alipaz Street due to the dual left-turn lanes at the signalized intersections of Camino Capistrano, Paseo Adelanto, and Alipaz Street. It is designated as a hot spot between Ortega Highway and Alipaz Street. The speed limit along Del Obispo Street is 40 miles per hour (mph) along the project frontage. The speed limit is 35 mph between Ortega Highway and Calle Aspero, and is 45 T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 9 mph south of Camino Del Avion. Curbside parking is permitted on portions of the north and south sides between Alipaz Street and Aguacate Road, but not in the project vicinity. • Alipaz Street: Alipaz Street is a north-south roadway that extends from just north of Del Obispo Street to just south of Camino Del Avion. Alipaz Street is designated as a Secondary Arterial in the City’s Circulation Element; however, it is constructed as a Primary Arterial (four-lane divided roadway). The future extension of Alipaz Street north to Oso Road and Camino Capistrano is included as a long-range (buildout) improvement in the Circulation Element and in the Capistrano Circulation Fee Program. Therefore, the Alipaz Street extension has been taken into consideration in the Year 2040 Buildout scenario. The speed limit is 40 mph between Del Obispo Street and Camino Del Avion. Curbside parking is permitted on both sides of Alipaz Street in select locations, including north of the project site. • Via Positiva: Via Positiva is an undivided two-lane local street that provides direct access to the project site. It extends from Camino Del Avion to Alipaz Street. The speed limit is 25 mph. Curbside parking is not permitted on either side of Via Positiva. • Camino Capistrano: Camino Capistrano is a divided two-lane, north-south roadway located east of the project site. It extends south from Laguna Niguel, through the City, to its terminus in Dana Point. Camino Capistrano is designated as a Secondary Arterial north of Del Obispo Street and a Primary Arterial south of Del Obispo Street in the City’s Circulation Element. The speed limits along Camino Capistrano north and south of Del Obispo Street are 25 mph and 35 mph, respectively. Curbside parking is permitted on both sides of this roadway in select locations. • Ortega Highway (SR-74): Ortega Highway is a divided four-lane, east-west roadway north of the project site. It extends east from Camino Capistrano to Interstate 215 in Perris. Ortega Highway is designated as a Primary Arterial east of the I-5 southbound ramps and as a Secondary Arterial west of the I-5 southbound ramps to Camino Capistrano. Between the I-5 northbound and southbound ramps, Ortega Highway functions as an eight-lane facility due to the dual left-turn lanes at the signalized I-5 southbound ramp/Ortega Highway intersection. Between the I-5 southbound ramps and Del Obispo Street, Ortega Highway is built as a six-lane facility. It is designated as a hot spot between I-5 and Del Obispo Street. The speed limit along Ortega Highway is 25 mph between Camino Capistrano and I-5 and 40–45 mph east of I-5. Curbside parking is permitted on both sides of this roadway in select locations. • Camino Del Avion: Camino Del Avion is an east-west roadway south of the project site. It extends east from Dana Point to Alipaz Street. Camino Del Avion is designated as a Secondary Arterial in the City’s Circulation Element; however, it is constructed as a Primary Arterial (four-lane divided roadway). The speed limit along this roadway is 40 mph. Curbside parking is permitted on both sides of Camino Del Avion in select locations. All other study area roadways (i.e., Verdugo Street, Forster Street, Via Belardes–Paseo Carolina, Aguacate Road, Calle Aspero, and Via Vermeulen) are local or commuter streets. The existing study area intersection geometrics are shown on Figure 3. 1I‐5 NB Ramps/Ortega Hwy 2 I‐5 SB Ramps/Ortega Hwy 3 Del Obispo St/Ortega Hwy 4 El Camino Real/Ortega Hwy5Camino Capistrano/Ortega Hwy 6 Camino Capistrano/Verdugo St 7 Camino Capistrano/Forster St 8 Camino Capistrano/Del Obispo St9Paseo Adelanto/Del Obispo St 10 Alipaz St/Del Obispo St 11 Paseo Carolina/Del Obispo St 12 Aguacate Rd/Del Obispo St13 Del Obispo St/Calle Aspero 14 Del Obispo St/Via Pimienta 15 Del Obispo St/Via Vermeulen 16 Del Obispo St/Camino Del Avion17 Alipaz St/Via Positiva 18 Alipaz St/Camino Del Avion 19 Project Dwy/Via Positiva 20 Via Positiva/Camino Del AvionFIGURE 3LEGENDSignalStop SignFree Right TurnThe Farm Specific PlanExisting Geometry FFFuture Intersection P:\JCA1703\Traffic\xls\graphics\Fig‐3‐Existing Geometry.xlsx (1/16/2018) T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 11 Pedestrian Circulation In support of the City’s General Plan Circulation Goal 3 to “provide an extensive public bicycle, pedestrian, and equestrian trails network,” the project will incorporate a continuous system of sidewalks within the project site. The pedestrian amenities within the site and at its adjacencies have been designed to comply with the City’s objective. Safe access to the public street system will be provided. Sidewalks currently exist on both sides of Alipaz Street, Via Positiva, and Del Obispo Street in the project vicinity. Where modes intersect (i.e., streets and sidewalks), accessible ramps will be incorporated. Children walking to school from the project site may use Via Positiva, which has relatively low traffic volumes and sidewalks on both sides of the street. Bicycle Circulation Del Obispo Street (located west of the project site) and Alipaz Street (located east of the project site) provide on-street (Class II) bike lanes on both sides of the streets and can connect bicyclists to the Trabuco Creek Trail. Bicycle travel can occur along these routes to employment, shopping, or recreational destinations. Transit Facilities Transit facilities will be accessible to and from the project site. An Orange County Transportation Authority (OCTA) bus stop is provided approximately 450 walkable feet north of the project driveway on Del Obispo Street. OCTA Route 91 provides transportation to/from the Laguna Hills Transportation Center and the San Clemente Metrolink Station with a stop at the San Juan Capistrano Train Depot. With convenient access to the San Juan Capistrano Train Depot, Amtrak’s Pacific Surfliner and Metrolink’s Inland Empire-Orange County and Orange County Lines connect transit users to the larger Southern California region from the project site. Existing Traffic Volumes and LOS Analysis Existing traffic volumes were collected over three consecutive days (Tuesday through Thursday, when schools were in session), consistent with Administrative Policy 310, by National Data & Surveying Services (NDS) in November 2017 for the study area intersections and roadway segments. Appendix A provides the existing traffic volume data. The existing a.m. and p.m. peak-hour turn movement volumes (average of 3 days) for the study area intersections are shown on Figure 4. Tables A and B summarize the results of the existing peak-hour LOS analysis for the study area intersections using the ICU and HCM methodologies, respectively. The existing ICU and HCM worksheets are contained in Appendices B and C, respectively. As shown in Tables A and B, all study area intersections, including the designated School, Operations, and Space Constrained hot spot intersections, currently operate at satisfactory LOS based on the ICU and HCM methodologies. Existing roadway segment average daily traffic (ADT) volumes (average of 3 days), v/c ratios, and LOS are presented in Table C. 18 / 16231 / 17680 / 88684 / 7382 / 4253 / 3331912 / 1728346 / 4324 / 1058 / 9038 / 601048 / 1072432 / 2925 / 71390 / 1394170 / 1724 / 6162 / 181698 / 52674 / 8816 / 161I-5 NB Ramps/Ortega Hwy2I-5 SB Ramps/Ortega Hwy3Del Obispo St/Ortega Hwy4El Camino Real/Ortega Hwy20 / 30215 / 1566 / 8746 / 662128 / 21856 / 74118 / 11013 / 77404 / 32815 / 61804 / 644284 / 2685Camino Capistrano/Ortega Hwy6Camino Capistrano/Verdugo St7Camino Capistrano/Forster St8Camino Capistrano/Del Obispo St26 / 4026 / 4624 / 3040 / 281282 / 1362890 / 824844 / 682629 / 636164 / 114412 / 58048 / 882 / 218 / 164 / 812 / 1819 / 181454 / 1070772 / 624666 / 542627 / 52242 / 2616 / 2614 / 222 / 19Paseo Adelanto/Del Obispo St10Alipaz St/Del Obispo St11Paseo Carolina/Del Obispo St12Aguacate Rd/Del Obispo St66 / 3831 / 213 / 16227 / 12423 / 189 / 26257 / 14166 / 5414 / 10299 / 28663 / 399 / 6225 / 213219 / 19113Del Obispo St/Calle Aspero14Del Obispo St/Via Pimienta15Del Obispo St/Via Vermeulen16Del Obispo St/Camino Del Avion11 / 6222 / 324 / 2328 / 152328 / 182209 / 125245 / 304215 / 129360 / 1066 / 45 / 12208 / 29617Alipaz St/Via Positiva18Alipaz St/Camino Del Avion19Project Dwy/Via Positiva20Via Positiva/Camino Del AvionFIGURE 4LEGENDXXX / YYYAM / PM Volume The Farm Specific Plan Existing Peak-Hour Volumes28 / 24198 / 184942 / 93842 / 88616 / 398350 / 446246 / 272110 / 184 85 / 89109 / 7419 / 1226 / 2620 / 72429 / 466462 / 541138 / 1127 / 17612 / 59639 / 105597 / 524413 / 42831 / 117239 / 216240 / 2860 / 414 / 6832 / 52553 / 467188 / 188 101 / 92 / 090 / 1480 / 8417 / 283 / 10592 / 536599 / 5315 / 45 / 16700 / 616727 / 6205 / 164 / 016 / 14614 / 44426 / 644 / 1250 / 1641 / 4333 / 29710 / 4364 / 2318 / 1518 / 1018 / 8132 / 6636 / 14318 / 148332 / 2773 / 11 15 / 35681 / 57752 / 6024 / 1625 / 3532 / 31315 / 245435 / 3754 / 816 / 884 / 3430 / 104 / 228 / 2014 / 160 / 436 / 30 153 / 88512 / 41472 / 2942 / 29196 / 12050 / 68242 / 240366 / 390980 / 8001022 / 904536 / 5081042 / 1042100 / 10834 / 58Future Intersection P:\JCA1703\Traffic\xls\graphics\Fig-4-Existing Volume.xlsx (1/16/2018) ICU LOS AM 0.769 C 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 0.683 B AM 0.658 B 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 0.653 B AM 0.521 A 3 Del Obispo Street/Ortega Highway 1 Signal PM 0.508 A AM 0.453 A 4El Camino Real/Ortega Highway Signal PM 0.404 A AM 0.509 A 5 Camino Capistrano/Ortega Highway Signal PM 0.482 A AM 0.444 A 6 Camino Capistrano/Verdugo Street Signal PM 0.508 A AM N/A N/A 7 Camino Capistrano/Forster Street OWSC PM N/A N/A AM 0.639 B 8 Camino Capistrano/Del Obispo Street 1 Signal PM 0.622 B AM 0.568 A 9 Paseo Adelanto/Del Obispo Street 1 Signal PM 0.541 A AM 0.507 A 10 Alipaz Street/Del Obispo Street1 Signal PM 0.431 A AM 0.369 A 11 Via Belardes‐Paseo Carolina/Del Obispo Street 1 Signal PM 0.322 A AM 0.505 A 12 Aguacate Road/Del Obispo Street Signal PM 0.461 A AM 0.526 A 13 Del Obispo Street/Calle Aspero Signal PM 0.464 A Future 4‐Leg Intersection (Currently 3 Legs)AM N/A N/A 14 Del Obispo Street/Via Pimienta‐Project Driveway OWSC PM N/A N/A AM 0.261 A 15 Del Obispo Street/Via Vermeulen Signal PM 0.246 A AM 0.728 C 16 Del Obispo Street/Camino Del Avion Signal PM 0.599 A AM 0.383 A 17 Alipaz Street/Via Positiva Signal PM 0.292 A AM N/A N/A 18 Alipaz Street/Camino Del Avion AWSC PM N/A N/A Future Intersection AM N/A N/A 19 Project Driveway/Via Positiva OWSC PM N/A N/A AM 0.501 A 20 Via Positiva/Camino Del Avion 1 Signal PM 0.214 A ICU = Intersection Capacity Utilization LOS = level of service N/A = not applicable (future intersection and/or evaluated using the Highway Capacity Manual methodology) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). Intersection Control Peak Hour Existing Table A: Existing Intersection Level of Service Summary (ICU) P:\JCA1703\Traffic\xls\Intersections.xls\Existing ICU (2/8/2018) Delay LOS AM 50.3 D 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 30.0 C AM 34.5 C 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 30.1 C AM 13.8 B 3 Del Obispo Street/Ortega Highway 1 Signal PM 13.4 B AM 7.2 A 4El Camino Real/Ortega Highway Signal PM 6.0 A AM 22.8 C 5 Camino Capistrano/Ortega Highway Signal PM 19.5 B AM 8.5 A 6 Camino Capistrano/Verdugo Street Signal PM 11.6 B AM 17.8 C 7 Camino Capistrano/Forster Street OWSC PM 20.2 C AM 28.1 C 8 Camino Capistrano/Del Obispo Street 1 Signal PM 34.1 C AM 13.6 B 9 Paseo Adelanto/Del Obispo Street 1 Signal PM 15.5 B AM 23.0 C 10 Alipaz Street/Del Obispo Street1 Signal PM 19.1 B AM 8.7 A 11 Via Belardes‐Paseo Carolina/Del Obispo Street 1 Signal PM 8.6 A AM 26.4 C 12 Aguacate Road/Del Obispo Street Signal PM 9.0 A AM 12.7 B 13 Del Obispo Street/Calle Aspero Signal PM 11.8 B Future 4‐Leg Intersection (Currently 3 Legs)AM 19.5 C 14 Del Obispo Street/Via Pimienta‐Project Driveway OWSC PM 17.0 C AM 2.5 A 15 Del Obispo Street/Via Vermeulen Signal PM 3.6 A AM 42.9 D 16 Del Obispo Street/Camino Del Avion Signal PM 27.1 C AM 11.8 B 17 Alipaz Street/Via Positiva Signal PM 10.0 B AM 12.3 B 18 Alipaz Street/Camino Del Avion AWSC PM 12.0 B Future Intersection AM N/A N/A 19 Project Driveway/Via Positiva OWSC PM N/A N/A AM 7.8 A 20 Via Positiva/Camino Del Avion 1 Signal PM 4.3 A HCM = Highway Capacity Manual. Delay is reported in seconds. LOS = level of service N/A = not applicable (future intersection) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). Table B: Existing Intersection Level of Service Summary (HCM) Intersection Control Peak Hour Existing P:\JCA1703\Traffic\xls\Intersections.xls\Existing HCM (2/8/2018) ADT V/C LOS I-5 NB Ramps to I-5 SB Ramps1 8D 75,000 40,775 0.54 A I-5 SB Ramps to Del Obispo1 6D 56,300 36,849 0.65 B Del Obispo to El Camino Real 4D 37,500 11,701 0.31 A Ortega Hwy El Camino Real to Camino Capistrano 4D 37,500 7,085 0.19 A Ortega to Camino Capistrano1 4D 37,500 28,068 0.75 C Camino Capistrano to Paseo Adelanto1 6D 56,300 33,343 0.59 A Paseo Adelanto to Alipaz1 6D 56,300 31,436 0.56 A Aguacate to Calle Aspero 3D 25,000 16,417 0.66 B Calle Aspero to Project Driveway 3D 25,000 16,015 0.64 B Project Driveway to Via Vermeulen 3D 25,000 15,491 0.62 B Del Obispo St Via Vermeulen to Camino Del Avion 4D 37,500 16,644 0.44 A Del Obispo to Via Positiva 4D 37,500 10,598 0.28 A Alipaz St Via Positiva to Camino Del Avion 3D 25,000 7,151 0.29 A Alipaz to Project Driveway 2U 12,500 2,342 0.19 A Via Positiva Project Driveway to Camino Del Avion 2U 12,500 1,810 0.14 A Camino Capistrano Ortega to Del Obispo 2D 20,000 14,508 0.73 C For No. of Lanes, D = divided, and U = undivided ADT = average daily trips LOS = level of service V/C = volume-to-capacity ratio 1 Segment is considered a "Hot Spot" location (LOS E is acceptable). Table C: Existing Roadway Segment Level of Service Summary Existing Roadway Segment No. of Lanes LOS E Capacity P:\JCA1703\Traffic\xls\Roadway Segments.xls\Existing (2/14/2018) T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 16 As Table C indicates, all study area roadway segments, including the designated School, Operations, and Space Constrained hot spot roadways, currently operate at satisfactory LOS. PROJECT CONDITION Trip Generation The proposed project would allow for the future construction of up to 180 single-family detached homes. Project trips were generated using trip rates developed from Land Use Code 210 (Single- Family Detached Housing) from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition (2017). City staff reviewed the trip generation for the project prior to preparation of the TIA. Table D presents the project trip generation. Table D: Project Trip Generation Land Use Size Unit ADT AM Peak Hour PM Peak Hour In Out Total In Out Total Trip Rates1 Single-Family Detached DU 9.44 0.19 0.55 0.74 0.62 0.37 0.99 Project Trip Generation Single-Family Detached 180 DU 1,699 34 99 133 112 67 179 1 Trip rates from the Institute of Transportation Engineers Trip Generation Manual, 10th Edition (2017). • Land Use Code (210) — Single-Family Detached Housing ADT = average daily trips DU = dwelling units As indicated in Table D, the proposed project has the potential to generate approximately 1,699 ADT, including 133 trips (34 inbound and 99 outbound) in the a.m. peak hour and 179 trips (112 inbound and 67 outbound) in the p.m. peak hour. Trip Distribution and Assignment Trip distribution for the proposed project is based on the location of the project, logical travel corridors, minimum time paths, and a select zone assignment from the Orange County Transportation Analysis Model (OCTAM). Project peak-hour traffic volumes entering/exiting the project site were assigned to the adjacent street system based on the location of project driveways. Figure 5 illustrates the regional project trip distribution as well as the resulting project trip assignment for the study area intersections. EXISTING PLUS PROJECT CONDITION To determine the Existing Plus Project condition, traffic generated by the proposed project was added to existing baseline traffic volumes at the study area intersections. Figure 6 shows the resulting Existing Plus Project peak-hour traffic volumes. 2 / 82 / 87 / 533 / 2226 / 171I‐5 NB Ramps/Ortega Hwy2I‐5 SB Ramps/Ortega Hwy3Del Obispo St/Ortega Hwy4El Camino Real/Ortega Hwy11 / 374 / 333 / 225 / 35Camino Capistrano/Ortega Hwy6Camino Capistrano/Verdugo St7Camino Capistrano/Forster St8Camino Capistrano/Del Obispo St9 / 2814 / 478 / 279 / 309 / 304 / 325 / 1727 / 1827 / 1842 / 281 / 13 / 29Paseo Adelanto/Del Obispo St10Alipaz St/Del Obispo St11Paseo Carolina/Del Obispo St12Aguacate Rd/Del Obispo St29 / 194 / 330 / 207 / 65 / 162 / 613Del Obispo St/Calle Aspero14Del Obispo St/Via Pimienta15Del Obispo St/Via Vermeulen16Del Obispo St/Camino Del Avion10 / 3229 / 194 / 144 / 1417Alipaz St/Via Positiva18Alipaz St/Camino Del Avion19Project Dwy/Via Positiva20Via Positiva/Camino Del AvionFIGURE 5LEGENDXXX / YYYAM / PM VolumeThe Farm Specific PlanProject Trip Distribution and Assignment33 / 222 / 64 / 34 / 31 / 41 / 44 / 35 / 182 / 81 / 328 / 190 / 110 / 3410 / 3430 / 2010 / 3224 / 1611 / 929 / 1911 / 910 / 32 10 / 3116 / 1114 / 91 / 4 1 / 41 / 49 / 2911 / 37P:\JCA1703\Traffic\xls\graphics\Fig‐5‐Project Volume.xlsx (1/18/2018) 18 / 16231 / 17680 / 88686 / 7462 / 4253 / 3331914 / 1736346 / 4324 / 1058 / 9038 / 601081 / 1094432 / 2925 / 71397 / 1399170 / 1724 / 6162 / 181724 / 54374 / 8816 / 161I‐5 NB Ramps/Ortega Hwy2I‐5 SB Ramps/Ortega Hwy3Del Obispo St/Ortega Hwy4El Camino Real/Ortega Hwy20 / 30215 / 1566 / 8757 / 699128 / 218 56 / 74118 / 11013 / 77 408 / 33115 / 61837 / 666289 / 2715Camino Capistrano/Ortega Hwy6Camino Capistrano/Verdugo St7Camino Capistrano/Forster St8Camino Capistrano/Del Obispo St26 / 4026 / 4624 / 3040 / 281296 / 1409899 / 852853 / 712638 / 666164 / 114420 / 60748 / 882 / 222 / 194 / 812 / 1819 / 181496 / 1098797 / 641693 / 560654 / 54045 / 2816 / 2614 / 223 / 29Paseo Adelanto/Del Obispo St10Alipaz St/Del Obispo St11Paseo Carolina/Del Obispo St12Aguacate Rd/Del Obispo St66 / 3831 / 2129 / 193 / 16231 / 12723 / 1830 / 209 / 26264 / 14766 / 5414 / 10 304 / 30263 / 399 / 6227 / 219219 / 19113Del Obispo St/Calle Aspero14Del Obispo St/Via Pimienta15Del Obispo St/Via Vermeulen16Del Obispo St/Camino Del Avion11 / 610 / 32222 / 324 / 2 328 / 152328 / 182238 / 144245 / 3044 / 14364 / 1206 / 45 / 12215 / 129208 / 29617Alipaz St/Via Positiva18Alipaz St/Camino Del Avion19Project Dwy/Via Positiva20Via Positiva/Camino Del AvionFIGURE 6LEGENDXXX / YYYAM / PM VolumeThe Farm Specific PlanExisting Plus Project Peak‐Hour Volumes100 / 10834 / 5872 / 2942 / 29196 / 12050 / 68242 / 240367 / 394989 / 8291022 / 904536 / 5081053 / 1079153 / 88513 / 41815 / 200 / 436 / 3024 / 1625 / 3532 / 31331 / 256449 / 3844 / 816 / 884 / 3430 / 104 / 228 / 2015 / 35691 / 60852 / 60328 / 180332 / 2773 / 11364 / 2318 / 1511 / 929 / 1918 / 1018 / 8143 / 7536 / 141 / 4333 / 29710 / 4190 / 196 101 / 92 / 090 / 1580 / 8417 / 283 / 10592 / 53610 / 34609 / 5655 / 45 / 16730 / 63610 / 32727 / 6205 / 164 / 016 / 14638 / 46026 / 644 / 1250 / 164239 / 216245 / 3040 / 415 / 7132 / 52581 / 486417 / 43131 / 117352 / 452246 / 272110 / 184 85 / 89109 / 7419 / 1226 / 2620 / 72433 / 469466 / 544138 / 1127 / 17613 / 60039 / 105598 / 52828 / 24198 / 184975 / 96042 / 88616 / 398P:\JCA1703\Traffic\xls\graphics\Fig‐6‐Existing Plus Project Volume.xlsx (1/18/2018) T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 19 Tables E and F summarize the results of the Existing Plus Project peak-hour LOS analysis for the study area intersections using the ICU and HCM methodologies, respectively. The Existing Plus Project ICU and HCM worksheets are contained in Appendices B and C, respectively. As shown in Tables E and F, all study area intersections, including the designated School, Operations, and Space Constrained hot spot intersections, are anticipated to operate at satisfactory LOS. Therefore, a significant project impact would not occur at any study area intersection based on the ICU and HCM methodologies. Existing Plus Project roadway segment ADT volumes, v/c ratios, and LOS are presented in Table G. As this table indicates, all study area roadway segments, including the designated School, Operations, and Space Constrained hot spot roadways, are anticipated to operate at satisfactory LOS with the project. Therefore, a significant project impact would not occur at any study area roadway segment. EXISITNG PLUS PROJECT PLUS CUMULATIVE CONDITION According to the project applicant, the project will open in 2022. To develop a Year 2022 condition, an ambient growth rate of 0.5 percent per year (i.e., 2.5 percent total growth) was applied to the existing 2017 traffic counts. This condition also included the proposed project trips and manually assigned trips generated by approved/pending (cumulative) projects. Application of a 0.5 percent per year growth rate to the existing traffic volumes is considered conservative and would account for any additional future development in the project vicinity. Figure 7 shows the locations of the cumulative projects. As previously mentioned, the approved Del Obispo Widening Project has been accounted for in the Existing Plus Project Plus Cumulative and Year 2040 Buildout scenarios. The roadway capacity on Del Obispo between Calle Aspero and Via Vermeulen is increased to four lanes (two lanes in each direction). Table H summarizes the list of cumulative projects provided by City staff in December 2017. This list was reviewed to identify projects in the vicinity of the project site that would contribute traffic in the study area beyond the ambient growth already assumed. The trip generation and volume development files for the cumulative projects are provided in Appendix D. The total trip generation for the cumulative projects was manually assigned to the project study area as illustrated on Figure 8. The resulting Existing Plus Project Plus Cumulative peak-hour traffic volumes are shown on Figure 9. Tables I and J summarize the results of the Existing Plus Project Plus Cumulative peak-hour LOS analysis for the study area intersections using the ICU and HCM methodologies, respectively. The Existing Plus Project Plus Cumulative ICU and HCM worksheets are contained in Appendices B and C, respectively. As shown in Tables I and J, all study area intersections, including the designated School, Operations, and Space Constrained hot spot intersections, are forecast to operate at satisfactory LOS. Therefore, a significant project or cumulative impact would not occur at any study area intersection based on the ICU and HCM methodologies. ICU LOS ICU LOS ICU Yes/No AM 0.769 C 0.770 C 0.001 No 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 0.683 B 0.685 B 0.002 No AM 0.658 B 0.664 B 0.006 No 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 0.653 B 0.657 B 0.004 No AM 0.521 A 0.524 A 0.003 No 3 Del Obispo Street/Ortega Highway1 Signal PM 0.508 A 0.519 A 0.011 No AM 0.453 A 0.453 A 0.000 No 4El Camino Real/Ortega Highway Signal PM 0.404 A 0.404 A 0.000 No AM 0.509 A 0.512 A 0.003 No 5Camino Capistrano/Ortega Highway Signal PM 0.482 A 0.484 A 0.002 No AM 0.444 A 0.444 A 0.000 No 6Camino Capistrano/Verdugo Street Signal PM 0.508 A 0.510 A 0.002 No AM N/A N/A N/A N/A N/A N/A 7Camino Capistrano/Forster Street OWSC PM N/A N/A N/A N/A N/A N/A AM 0.639 B 0.644 B 0.005 No 8 Camino Capistrano/Del Obispo Street1 Signal PM 0.622 B 0.636 B 0.014 No AM 0.568 A 0.581 A 0.013 No 9 Paseo Adelanto/Del Obispo Street1 Signal PM 0.541 A 0.556 A 0.015 No AM 0.507 A 0.521 A 0.014 No 10 Alipaz Street/Del Obispo Street1 Signal PM 0.431 A 0.444 A 0.013 No AM 0.369 A 0.371 A 0.002 No 11 Via Belardes‐Paseo Carolina/Del Obispo Street1 Signal PM 0.322 A 0.331 A 0.009 No AM 0.505 A 0.511 A 0.006 No 12 Aguacate Road/Del Obispo Street Signal PM 0.461 A 0.478 A 0.017 No AM 0.526 A 0.532 A 0.006 No 13 Del Obispo Street/Calle Aspero Signal PM 0.464 A 0.482 A 0.018 No AM N/A N/A 0.511 A 0.511 No 14 Del Obispo Street/Via Pimienta‐Project Driveway Signal3 PM N/A N/A 0.438 A 0.438 No AM 0.261 A 0.270 A 0.009 No 15 Del Obispo Street/Via Vermeulen Signal PM 0.246 A 0.252 A 0.006 No AM 0.728 C 0.741 C 0.013 No 16 Del Obispo Street/Camino Del Avion Signal PM 0.599 A 0.610 B 0.011 No AM 0.383 A 0.400 A 0.017 No 17 Alipaz Street/Via Positiva Signal PM 0.292 A 0.304 A 0.012 No AM N/A N/A N/A N/A N/A N/A 18 Alipaz Street/Camino Del Avion AWSC PM N/A N/A N/A N/A N/A N/A Future Intersection AM N/A N/A N/A N/A N/A N/A 19 Project Driveway/Via Positiva OWSC PM N/A N/A N/A N/A N/A N/A AM 0.501 A 0.510 A 0.009 No 20 Via Positiva/Camino Del Avion1 Signal PM 0.214 A 0.228 A 0.014 No ICU = Intersection Capacity Utilization LOS = level of service N/A = not applicable (future intersection and/or evaluated using the Highway Capacity Manual methodology) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). 2 A significant project impact occurs when the ICU in (2) minus the ICU in (1) is 0.01 or greater, and the LOS in (2) is E or F. 3 Implementation of Signal (Project Design Feature) at Del Obispo Street/Via Pimienta‐Project Driveway with the project Table E: Existing Plus Project Intersection Level of Service Summary (ICU) 3 Existing Existing Plus Project Project Impact2 Intersection Control Peak Hour 12 P:\JCA1703\Traffic\xls\Intersections.xls\Existing+Project ICU (2/8/2018) Delay LOS Delay LOS Delay Yes/No AM 50.3 D 50.4 D 0.1 No 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 30.0 C 30.1 C 0.1 No AM 34.5 C 34.9 C 0.4 No 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 30.1 C 30.6 C 0.5 No AM 13.8 B 13.8 B 0.0 No 3 Del Obispo Street/Ortega Highway1 Signal PM 13.4 B 13.4 B 0.0 No AM 7.2 A 7.2 A 0.0 No 4El Camino Real/Ortega Highway Signal PM 6.0 A 6.0 A 0.0 No AM 22.8 C 22.7 C ‐0.1 No 5Camino Capistrano/Ortega Highway Signal PM 19.5 B 19.5 B 0.0 No AM 8.5 A 8.4 A ‐0.1 No 6Camino Capistrano/Verdugo Street Signal PM 11.6 B 11.7 B 0.1 No AM 17.8 C 17.8 C 0.0 No 7Camino Capistrano/Forster Street OWSC PM 20.2 C 20.2 C 0.0 No AM 28.1 C 28.7 C 0.6 No 8 Camino Capistrano/Del Obispo Street1 Signal PM 34.1 C 36.2 D 2.1 No AM 13.6 B 14.1 B 0.5 No 9 Paseo Adelanto/Del Obispo Street1 Signal PM 15.5 B 15.6 B 0.1 No AM 23.0 C 23.2 C 0.2 No 10 Alipaz Street/Del Obispo Street1 Signal PM 19.1 B 19.1 B 0.0 No AM 8.7 A 8.7 C 0.0 No 11 Via Belardes‐Paseo Carolina/Del Obispo Street1 Signal PM 8.6 A 8.7 A 0.1 No AM 26.4 C 26.7 C 0.3 No 12 Aguacate Road/Del Obispo Street Signal PM 9.0 A 9.4 A 0.4 No AM 12.7 B 12.8 B 0.1 No 13 Del Obispo Street/Calle Aspero Signal PM 11.8 B 12.2 B 0.4 No AM 19.5 C 7.3 A ‐12.2 No 14 Del Obispo Street/Via Pimienta‐Project Driveway Signal3 PM 17.0 C 7.5 A ‐9.5 No AM 2.5 A 2.5 A 0.0 No 15 Del Obispo Street/Via Vermeulen Signal PM 3.6 A 3.6 A 0.0 No AM 42.9 D 45.7 D 2.8 No 16 Del Obispo Street/Camino Del Avion Signal PM 27.1 C 28.1 C 1.0 No AM 11.8 B 12.3 B 0.5 No 17 Alipaz Street/Via Positiva Signal PM 10.0 B 10.3 B 0.3 No AM 12.3 B 12.3 B 0.0 No 18 Alipaz Street/Camino Del Avion AWSC PM 12.0 B 12.0 B 0.0 No Future Intersection AM N/A N/A 12.6 B 12.6 No 19 Project Driveway/Via Positiva OWSC PM N/A N/A 10.3 B 10.3 No AM 7.8 A 8.1 A 0.3 No 20 Via Positiva/Camino Del Avion1 Signal PM 4.3 A 4.4 A 0.1 No HCM = Highway Capacity Manual. Delay is reported in seconds. LOS = level of service N/A = not applicable (future intersection) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). 2 A significant project impact occurs when the delay in (2) minus the delay in (1) is 1.0 seconds or greater, and the LOS in (2) is E or F. 3 Implementation of Signal (Project Design Feature) at Del Obispo Street/Via Pimienta‐Project Driveway with the project Table F: Existing Plus Project Intersection Level of Service Summary (HCM) 3 Existing Existing Plus Project Project Impact2 Intersection Control Peak Hour 12 P:\JCA1703\Traffic\xls\Intersections.xls\Existing+Project HCM (2/8/2018) ADT V/C LOS ADT V/C LOS∆ V/CYes/NoI-5 NB Ramps to I-5 SB Ramps18D 75,000 40,775 0.54 A 340 41,115 0.55 A 0.01 NoI-5 SB Ramps to Del Obispo16D 56,300 36,849 0.65 B 561 37,410 0.66 B 0.01 NoDel Obispo to El Camino Real 4D 37,500 11,701 0.31 A 0 11,701 0.31 A 0.00 NoOrtega Hwy El Camino Real to Camino Capistrano 4D 37,500 7,085 0.19 A 0 7,085 0.19 A 0.00 NoOrtega to Camino Capistrano14D 37,500 28,068 0.75 C 561 28,629 0.76 C 0.01 NoCamino Capistrano to Paseo Adelanto16D 56,300 33,343 0.59 A 561 33,904 0.60 A 0.01 NoPaseo Adelanto to Alipaz16D 56,300 31,436 0.56 A 714 32,150 0.57 A 0.01 NoAguacate to Calle Aspero 4D 37,500 16,417 0.44 A 425 16,842 0.45 A 0.01 NoCalle Aspero to Project Driveway 4D 37,500 16,015 0.43 A493 16,508 0.44 A 0.01 NoProject Driveway to Via Vermeulen 4D 37,500 15,491 0.41A 510 16,001 0.43 A 0.02 NoDel Obispo St Via Vermeulen to Camino Del Avion 4D 37,500 16,644 0.44 A 510 17,154 0.46 A 0.02 NoDel Obispo to Via Positiva 4D 37,500 10,598 0.28 A 493 11,091 0.30 A 0.02 NoAlipaz St Via Positiva to Camino Del Avion 3D 25,000 7,151 0.29 A 0 7,151 0.29 A 0.00 NoAlipaz to Project Driveway 2U 12,500 2,342 0.19 A 493 2,835 0.23 A 0.04 NoVia Positiva Project Driveway to Camino Del Avion 2U 12,500 1,810 0.14 A 204 2,014 0.16 A 0.02 NoCamino Capistrano Ortega to Del Obispo 2D 20,000 14,5080.73 C 68 14,576 0.73 C 0.00 NoFor No. of Lanes, D = divided, and U = undividedADT = average daily tripsLOS = level of serviceV/C = volume-to-capacity ratio1 Segment is considered a "Hot Spot" location (LOS E is acceptable).2 A significant project impact occurs when the V/C in (2) minus the V/C in (1) is 0.01 or greater, and the LOS in (2) is E or F.Table G: Existing Plus Project Roadway Segment Level of Service Summary2 3Existing Existing Plus Project Project Impact1Roadway SegmentNo. of LanesLOS E Capacity1Project ADTP:\JCA1703\Traffic\xls\Roadway Segments.xls\Existing+Project (2/14/2018) FIGURE 7 Locations of Cumulative ProjectsSOURCE: Bing Maps N MILES 0.60.30 I:\JCA1703\G\Traffic\Cumulative Projects.cdr (1/17/2018) The Farm Specific Plan LEGEND - Approved/Pending Project* - Project Site *Refer to Table H for Project Identification XX 3 8 2 7 12 1 5 6 119 15 414 13 10 16 17 2 / 225 / 18219 / 138150 / 55225 / 13721 / 2023 / 29151 / 154175 / 176127 / 1089 / 1234 / 4811 / 1895 / 581I-5 NB Ramps/Ortega Hwy2I-5 SB Ramps/Ortega Hwy3Del Obispo St/Ortega Hwy4El Camino Real/Ortega Hwy139 / 432 / 358 / 6912 / 152 / 317 / 24111 / 3646 / 6026 / 345Camino Capistrano/Ortega Hwy6Camino Capistrano/Verdugo St7Camino Capistrano/Forster St8Camino Capistrano/Del Obispo St14 / 25122 / 90113 / 865 / 48 / 92 / 526 / 34108 / 82101 / 7244 / 76156 / 94150 / 89141 / 77144 / 589Paseo Adelanto/Del Obispo St10Alipaz St/Del Obispo St11Paseo Carolina/Del Obispo St12Aguacate Rd/Del Obispo St2 / 31 / 11 / 212 / 155 / 360 / 323 / 213Del Obispo St/Calle Aspero14Del Obispo St/Via Pimienta15Del Obispo St/Via Vermeulen16Del Obispo St/Camino Del Avion5 / 611 / 116 / 717Alipaz St/Via Positiva18Alipaz St/Camino Del Avion19Project Dwy/Via Positiva20Via Positiva/Camino Del AvionFIGURE 8LEGENDXXX / YYYAM / PM Volume The Farm Specific Plan Cumulative Projects Peak-Hour Volumes1 / 218 / 2945 / 3177 / 4446 / 589 / 27196 / 11172 / 8694 / 54111 / 5918 / 2534 / 549 / 1143 / 2447 / 296 / 591 / 5810 / 1216 / 229 / 94 / 64 / 520 / 261 / 3125 / 58124 / 581 / 12 / 390 / 5289 / 532 / 633 / 3959 / 251 / 22 / 4130 / 61160 / 4611 / 1631 / 3863 / 3015 / 2614 / 21171 / 63169 / 605 / 63 / 4121 / 71124 / 7510 / 2917 / 2260 / 84P:\JCA1703\Traffic\xls\graphics\Fig-8-Cumulative Projects Volume.xlsx (1/16/2018) 18 / 16239 / 182107 / 108922 / 9022 / 4409 / 3962187 / 1916376 / 4634 / 1082 / 12139 / 621282 / 1297570 / 40714 / 191583 / 1588185 / 1944 / 6261 / 244775 / 60476 / 9016 / 161I‐5 NB Ramps/Ortega Hwy2I‐5 SB Ramps/Ortega Hwy3Del Obispo St/Ortega Hwy4El Camino Real/Ortega Hwy21 / 31359 / 2038 / 11834 / 785143 / 238 59 / 79138 / 13713 / 79 529 / 37515 / 63903 / 742322 / 3125Camino Capistrano/Ortega Hwy6Camino Capistrano/Verdugo St7Camino Capistrano/Forster St8Camino Capistrano/Del Obispo St41 / 6627 / 4730 / 3549 / 381450 / 15331034 / 959982 / 811755 / 754170 / 122456 / 65649 / 902 / 266 / 954 / 812 / 1819 / 181676 / 1183972 / 751860 / 663811 / 63046 / 2916 / 2714 / 233 / 29Paseo Adelanto/Del Obispo St10Alipaz St/Del Obispo St11Paseo Carolina/Del Obispo St12Aguacate Rd/Del Obispo St68 / 3932 / 2229 / 195 / 19237 / 13024 / 1830 / 2010 / 28271 / 15380 / 7019 / 13 371 / 34165 / 4012 / 8233 / 224224 / 19613Del Obispo St/Calle Aspero14Del Obispo St/Via Pimienta15Del Obispo St/Via Vermeulen16Del Obispo St/Camino Del Avion11 / 610 / 32228 / 334 / 2 336 / 156341 / 193243 / 147262 / 3234 / 14373 / 1236 / 45 / 12220 / 132219 / 31017Alipaz St/Via Positiva18Alipaz St/Camino Del Avion19Project Dwy/Via Positiva20Via Positiva/Camino Del AvionFIGURE 9LEGENDXXX / YYYAM / PM VolumeThe Farm Specific Plan Existing Plus Project Plus Cumulative Peak‐Hour Volumes103 / 11135 / 5975 / 3243 / 30219 / 15251 / 70293 / 277453 / 4481060 / 9071057 / 954745 / 6321151 / 1191251 / 144637 / 48733 / 450 / 471 / 8525 / 1635 / 4733 / 32382 / 286507 / 4224 / 816 / 886 / 3531 / 104 / 235 / 2615 / 36799 / 68063 / 74336 / 184356 / 3063 / 11382 / 24612 / 2111 / 929 / 1922 / 1518 / 8146 / 7637 / 141 / 4361 / 33010 / 4196 / 203 104 / 92 / 092 / 1582 / 8617 / 294 / 13732 / 60710 / 34748 / 6366 / 57 / 19838 / 70310 / 32834 / 6897 / 224 / 016 / 14686 / 51027 / 645 / 1253 / 172245 / 221310 / 3360 / 415 / 7333 / 53725 / 559587 / 48843 / 136392 / 501315 / 309128 / 215 101 / 112112 / 7619 / 1227 / 2721 / 74615 / 544647 / 618146 / 12110 / 21749 / 68640 / 108737 / 61629 / 25220 / 2111059 / 106743 / 90641 / 437P:\JCA1703\Traffic\xls\graphics\Fig‐9‐Exist+Proj+Cumul Volume.xlsx (1/18/2018) 1 San Juan Hills High School West of La Pata Avenue 2,200‐student public high school (92 percent occupied ‐ 2,021 students) 2J. Serra Catholic High School North and South of J. Serra Road and West of I‐5 2,000‐student private high school (52 percent occupied ‐ 1,050 students) 3 Oliva TTM 16146 (Belladonna Estates) West side of Del Obispo Street and South of Calle Aspero Development of 31 single‐family detached units (20 units occupied) 4 T16634 Whispering Hills West of La Pata Avenue and North of Prima Deshecha Canada Landfill Development of 155 single‐family detached units (140 units occupied) 5 Pacifica San Juan East of I‐5 extending from McCracken Hill south to Camino Las Ramblas Development of 23 single‐family estate units, 311 single‐family detached units, and 82 multi‐ family units (123 units occupied) 624‐Hour Fitness South side of Calle Arroyo and West of Rancho Viejo Road Development of a 38,000‐square‐foot health club (under construction) 7 Plaza Banderas Northeast corner of El Camino Real and SR‐74 (Ortega Highway) Development of a 124‐room hotel and a 14,500‐ square‐foot restaurant 8 The Oaks South side of Ortega Highway and West of Reata Park Development of 32 single‐family detached units (16 units occupied) 9 Kimpton Hotel Southeast corner of Camino Capistrano and Forster Development of a 102‐room hotel and a 3,500‐ square‐foot restaurant 10 Distrito La Novia‐San Juan Meadows North and South sides of La Novia Avenue, East of Valle Road Development of 90 single‐family attached units, 50 multi‐family attached units, and 93 single‐ family detached units; and 75,100 gross square feet of commercial, 16,000 gross square feet of office uses, and an equestrian center 11 Church of Latter Day Saints North side of Vista Montana and West of La Pata Avenue Development of a 16,558‐square‐foot church 12 Oliva TTM 17655 (Belladonna Estates) West side of Del Obispo Street and South of Calle Aspero Development of 9 single‐family dwelling units (8 units occupied) 13 The River Street Project North of Del Obispo on Paseo Adelanto through to Los Rios Development of 57,600 square feet of commercial use 14 Tirador Residential Near terminus of Calle Arroyo Development of 89 townhomes and 47 single‐ family dwelling units 15 Chevron Service Station & Convenience Store 27164 Ortega Highway Development of a service station (8 fuel pumps) with a 1,932‐square‐foot convenience store 16 Drive‐Through Coffee Shop 32291 Camino Capistrano Development of a 2,000‐square‐foot coffee shop with drive‐through 17 Mountain View Church West side of Del Obispo Street and South of Calle Aspero Development of a 17,000‐square‐foot church 1 Cumulative projects provided/confirmed by City staff in January 2018. 2 Cumulative project locations are shown on Figure 7. Project Name1 Location2 Description Table H: Cumulative Projects Summary P:\JCA1703\Traffic\xls\Cumulative Projects.xls\2‐7‐14 (1/12/2018) ICU LOS ICU LOS ICU LOS ∆ ICU Yes/No AM 0.769 C 0.770 C 0.845 D 0.001 No 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 0.683 B 0.685 B 0.747 C 0.002 No AM 0.658 B 0.664 B 0.724 C 0.006 No 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 0.653 B 0.657 B 0.721 C 0.004 No AM 0.521 A 0.524 A 0.594 A 0.003 No 3 Del Obispo Street/Ortega Highway1 Signal PM 0.508 A 0.519 A 0.586 A 0.011 No AM 0.453 A 0.453 A 0.538 A 0.000 No 4El Camino Real/Ortega Highway Signal PM 0.404 A 0.404 A 0.474 A 0.000 No AM 0.509 A 0.512 A 0.754 C 0.003 No 5Camino Capistrano/Ortega Highway Signal PM 0.482 A 0.484 A 0.562 A 0.002 No AM 0.444 A 0.444 A 0.527 A 0.000 No 6Camino Capistrano/Verdugo Street Signal PM 0.508 A 0.510 A 0.566 A 0.002 No AM N/A N/A N/A N/A N/A N/A N/A N/A 7Camino Capistrano/Forster Street OWSC PM N/A N/A N/A N/A N/A N/A N/A N/A AM 0.639 B 0.644 B 0.745 C 0.005 No 8 Camino Capistrano/Del Obispo Street1 Signal PM 0.622 B 0.636 B 0.711 C 0.014 No AM 0.568 A 0.581 A 0.657 B 0.013 No 9 Paseo Adelanto/Del Obispo Street1 Signal PM 0.541 A 0.556 A 0.672 B 0.015 No AM 0.507 A 0.521 A 0.588 A 0.014 No 10 Alipaz Street/Del Obispo Street1 Signal PM 0.431 A 0.444 A 0.491 A 0.013 No AM 0.369 A 0.371 A 0.415 A 0.002 No 11 Via Belardes‐Paseo Carolina/Del Obispo Street1 Signal PM 0.322 A 0.331 A 0.364 A 0.009 No AM 0.505 A 0.511 A 0.581 A 0.006 No 12 Aguacate Road/Del Obispo Street Signal PM 0.461 A 0.478 A 0.537 A 0.017 No AM 0.526 A 0.532 A 0.605 B 0.006 No 13 Del Obispo Street/Calle Aspero Signal PM 0.464 A 0.482 A 0.535 A 0.018 No AM N/A N/A 0.511 A 0.579 A 0.511 No 14 Del Obispo Street/Via Pimienta‐Project Driveway Signal3 PM N/A N/A 0.438 A 0.482 A 0.438 No AM 0.261 A 0.270 A 0.302 A 0.009 No 15 Del Obispo Street/Via Vermeulen Signal PM 0.246 A 0.252 A 0.273 A 0.006 No AM 0.728 C 0.741 C 0.786 C 0.013 No 16 Del Obispo Street/Camino Del Avion Signal PM 0.599 A 0.610 B 0.642 B 0.011 No AM 0.383 A 0.400 A 0.417 A 0.017 No 17 Alipaz Street/Via Positiva Signal PM 0.292 A 0.304 A 0.319 A 0.012 No AM N/A N/A N/A N/A N/A N/A N/A N/A 18 Alipaz Street/Camino Del Avion AWSC PM N/A N/A N/A N/A N/A N/A N/A N/A Future Intersection AM N/A N/A N/A N/A N/A N/A N/A N/A 19 Project Driveway/Via Positiva OWSC PM N/A N/A N/A N/A N/A N/A N/A N/A AM 0.501 A 0.510 A 0.523 A 0.009 No 20 Via Positiva/Camino Del Avion1 Signal PM 0.214 A 0.228 A 0.234 A 0.014 No ICU = Intersection Capacity Utilization LOS = level of service N/A = not applicable (future intersection and/or evaluated using the Highway Capacity Manual methodology) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). 2 A cumulative impact occurs when the ICU in (2) minus the ICU in (1) is 0.01 or greater, and the LOS in (3) is E or F. 3 Implementation of Signal (Project Design Feature) at Del Obispo Street/Via Pimienta‐Project Driveway with the project Table I: Existing Plus Project Plus Cumulative Intersection Level of Service Summary (ICU) Intersection Control Peak Hour Ex. Plus Proj. Plus Cumul.Existing Existing Plus Project 123 4 Cumulative Impact2 P:\JCA1703\Traffic\xls\Intersections.xls\Cumulative+Project ICU (2/8/2018) Delay LOS Delay LOS Delay LOS Delay Yes/No AM 50.3 D 50.4 D 55.8 E 0.1 No 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 30.0 C 30.1 C 37.3 D 0.1 No AM 34.5 C 34.9 C 40.5 D 0.4 No 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 30.1 C 30.6 C 39.1 D 0.5 No AM 13.8 B 13.8 B 14.2 B 0.0 No 3 Del Obispo Street/Ortega Highway1 Signal PM 13.4 B 13.4 B 15.4 B 0.0 No AM 7.2 A 7.2 A 17.5 B 0.0 No 4El Camino Real/Ortega Highway Signal PM 6.0 A 6.0 A 12.5 B 0.0 No AM 22.8 C 22.7 C 42.6 D ‐0.1 No 5Camino Capistrano/Ortega Highway Signal PM 19.5 B 19.5 B 25.5 C 0.0 No AM 8.5 A 8.4 A 5.5 A ‐0.1 No 6Camino Capistrano/Verdugo Street Signal PM 11.6 B 11.7 B 10.5 B 0.1 No AM 17.8 C 17.8 C 23.2 C 0.0 No 7Camino Capistrano/Forster Street OWSC PM 20.2 C 20.2 C 24.2 C 0.0 No AM 28.1 C 28.7 C 39.2 D 0.6 No 8 Camino Capistrano/Del Obispo Street1 Signal PM 34.1 C 36.2 D 36.8 D 2.1 No AM 13.6 B 14.1 B 19.5 B 0.5 No 9 Paseo Adelanto/Del Obispo Street1 Signal PM 15.5 B 15.6 B 22.5 C 0.1 No AM 23.0 C 23.2 C 24.4 C 0.2 No 10 Alipaz Street/Del Obispo Street1 Signal PM 19.1 B 19.1 B 20.2 C 0.0 No AM 8.7 A 8.7 C 12.2 B 0.0 No 11 Via Belardes‐Paseo Carolina/Del Obispo Street1 Signal PM 8.6 A 8.7 A 9.9 B 0.1 No AM 26.4 C 26.7 C 28.5 C 0.3 No 12 Aguacate Road/Del Obispo Street Signal PM 9.0 A 9.4 A 10.7 B 0.4 No AM 12.7 B 12.8 B 13.8 B 0.1 No 13 Del Obispo Street/Calle Aspero Signal PM 11.8 B 12.2 B 12.7 B 0.4 No AM 19.5 C 7.3 A 7.3 A ‐12.2 No 14 Del Obispo Street/Via Pimienta‐Project Driveway Signal3 PM 17.0 C 7.5 A 7.5 A ‐9.5 No AM 2.5 A 2.5 A 2.7 A 0.0 No 15 Del Obispo Street/Via Vermeulen Signal PM 3.6 A 3.6 A 3.7 A 0.0 No AM 42.9 D 45.7 D 52.6 D 2.8 No 16 Del Obispo Street/Camino Del Avion Signal PM 27.1 C 28.1 C 33.6 D 1.0 No AM 11.8 B 12.3 B 12.5 B 0.5 No 17 Alipaz Street/Via Positiva Signal PM 10.0 B 10.3 B 10.3 B 0.3 No AM 12.3 B 12.3 B 13.2 B 0.0 No 18 Alipaz Street/Camino Del Avion AWSC PM 12.0 B 12.0 B 12.7 B 0.0 No Future Intersection AM N/A N/A 12.6 B 12.7 B 12.6 No 19 Project Driveway/Via Positiva OWSC PM N/A N/A 10.3 B 10.4 B 10.3 No AM 7.8 A 8.1 A 8.2 A 0.3 No 20 Via Positiva/Camino Del Avion1 Signal PM 4.3 A 4.4 A 4.4 A 0.1 No HCM = Highway Capacity Manual. Delay is reported in seconds. LOS = level of service N/A = not applicable (future intersection) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). 2 A cumulative impact occurs when the delay in (2) minus the delay in (1) is 1.0 seconds or greater, and the LOS in (3) is E or F. 3 Implementation of Signal (Project Design Feature) at Del Obispo Street/Via Pimienta‐Project Driveway with the project 4 Cumulative Impact2 Intersection Control Peak Hour Existing Existing Plus Project Ex. Plus Proj. Plus Cumul. 123 Table J: Existing Plus Project Plus Cumulative Intersection Level of Service Summary (HCM) P:\JCA1703\Traffic\xls\Intersections.xls\Cumulative+Project HCM (2/8/2018) T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 29 Existing Plus Project Plus Cumulative roadway segment ADT volumes, v/c ratios, and LOS are presented in Table K. As this table indicates, all study area roadway segments, including the designated School, Operations, and Space Constrained hot spot roadways, are forecast to operate at satisfactory LOS. Therefore, a significant project or cumulative impact would not occur at any study area roadway segment. BUILDOUT CONDITION LSA prepared future traffic forecasts (provided in Appendix E) for Buildout (Existing Plus Project Plus General Plan Buildout) conditions using the long-range traffic modeling tool, the Orange County Transportation Analysis Model (OCTAM). Prior to preparation of this forecast data, LSA coordinated with City staff on the selection of a traffic model and the model inputs (i.e., land uses and highway network data). OCTAM is a travel demand model derived from the Southern California Association of Governments (SCAG) Regional Model that provides more specific land use and network information for Orange County. The intersection and roadway segment traffic volumes for Year 2040 Without Project conditions were developed using the OCTAM base year (2012) and future year (2040) model unconstrained networks. Raw traffic model data from OCTAM base and future year model runs were post- processed using National Cooperative Highway Research Program (NCHRP) 255 methodologies to develop peak-hour turning movement volumes at each study area intersection and roadway segment. The following describes the methodology used to post-process model volumes to develop peak hour intersection volumes for Year 2040 Buildout conditions: 1. The difference between the modeled 2012 and 2040 peak period directional arterial traffic volumes (for each intersection approach and departure) was identified from loaded network plots. This difference defines growth in traffic over the 28-year period. 2. The incremental growth in peak period approach and departure volumes between 2012 and 2040 was factored to develop the incremental change in peak-hour volumes. OCTAM uses a 3-hour a.m. peak period and a 4-hour p.m. peak period. SCAG has established that the a.m. peak hour comprises 38 percent of the peak period and the p.m. peak hour comprises 28 percent of the peak period. Therefore, the incremental changes in peak period volumes were multiplied by the appropriate factors to develop incremental changes in peak-hour volumes. 3. The incremental growth in approach and departure volumes between 2012 and 2040 was factored to reflect the forecast growth between the year of the existing traffic data (2017) and 2040. For this purpose, linear growth between the 2012 base condition and the forecast 2040 condition was assumed. As the increment between Existing (2017) and Buildout (2040) is 23 years of the 28-year time span, a factor of 0.82 (i.e., 23/28) was used. 4. The forecast growth in approach and departure volumes through Buildout year (2040) conditions was added to the existing 2017 traffic data, resulting in “post-processed” Buildout year (2040) link volumes. ADT V/C LOS ADT V/C LOS ADT V/C LOS∆ V/CYes/NoI-5 NB Ramps to I-5 SB Ramps18D 75,000 40,775 0.54 A 340 41,115 0.55 A 46,855 0.62 B 0.01 NoI-5 SB Ramps to Del Obispo16D 56,300 36,849 0.65 B 561 37,410 0.66 B 43,609 0.77 C 0.01 NoDel Obispo to El Camino Real 4D 37,500 11,701 0.31 A 0 11,701 0.31 A 15,196 0.41 A 0.00 NoOrtega Hwy El Camino Real to Camino Capistrano 4D 37,500 7,085 0.19 A 0 7,085 0.19 A 8,963 0.24 A 0.00 NoOrtega to Camino Capistrano14D 37,500 28,068 0.75 C 561 28,629 0.76 C 31,534 0.84 D 0.01 NoCamino Capistrano to Paseo Adelanto16D 56,300 33,343 0.59 A 561 33,904 0.60 A 38,694 0.69 B 0.01 NoPaseo Adelanto to Alipaz16D 56,300 31,436 0.56 A 714 32,150 0.57 A 36,489 0.65 B 0.01 NoAguacate to Calle Aspero 4D 37,500 16,417 0.44 A 425 16,842 0.45 A 19,291 0.51 A 0.01 NoCalle Aspero to Project Driveway 4D 37,500 16,015 0.43 A493 16,508 0.44 A 18,505 0.49 A 0.01 NoProject Driveway to Via Vermeulen 4D 37,500 15,491 0.41A 510 16,001 0.43 A 17,935 0.48 A 0.02 NoDel Obispo St Via Vermeulen to Camino Del Avion 4D 37,500 16,644 0.44 A 510 17,154 0.46 A 19,069 0.51 A 0.02 NoDel Obispo to Via Positiva 4D 37,500 10,598 0.28 A 493 11,091 0.30 A 12,371 0.33 A 0.02 NoAlipaz St Via Positiva to Camino Del Avion 3D 25,000 7,151 0.29 A 0 7,151 0.29 A 7,979 0.32 A 0.00 NoAlipaz to Project Driveway 2U 12,500 2,342 0.19 A 493 2,835 0.23 A 2,894 0.23 A 0.04 NoVia Positiva Project Driveway to Camino Del Avion 2U 12,500 1,810 0.14 A 204 2,014 0.16 A 2,059 0.16 A 0.02 NoCamino Capistrano Ortega to Del Obispo 2D 20,000 14,5080.73 C 68 14,576 0.73 C 16,811 0.84 D 0.00 NoFor No. of Lanes, D = divided, and U = undividedADT = average daily tripsLOS = level of serviceV/C = volume-to-capacity ratio1 Segment is considered a "Hot Spot" location (LOS E is acceptable).2 A cumulative impact occurs when the V/C in (2) minus the V/C in (1) is 0.01 or greater, and the LOS in (3) is E or F.Table K: Existing Plus Project Plus Cumulative Roadway Segment Level of Service Summary3Ex. + Proj. + Cumul. Cumulative Impact24Roadway SegmentLOS E CapacityNo. of LanesExisting Existing Plus Project1 2Project ADTP:\JCA1703\Traffic\xls\Roadway Segments.xls\Cumulative+Project (2/14/2018) T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 31 5. Year 2040 Buildout turn volumes were developed using existing (2017) turn volumes and the future approach and departure volumes, based on the methodologies contained in NCHRP Report 255: Highway Traffic Data for Urbanized Area Project Planning and Design (Transportation Research Board, December 1982). A similar methodology (steps 1 through 4) was applied to develop Year 2040 Buildout Without Project roadway segment traffic volumes. For intersections that did not exist in the traffic model or had missing legs, growth from adjacent Traffic Analysis Zones (TAZs) were used to develop traffic volumes for those locations. It was observed that year 2040 post-processed turn-movement volumes are lower compared to the Existing Plus Project Plus Cumulative conditions for certain movements at some of the study intersections. Similar results were observed for some of the study roadway segments. This could be due to the fact that the model has a higher inter-zonal trip capture due to productions and attraction compared to the methodology used to develop cumulative traffic volumes. Therefore, the higher of the Existing Plus Project Plus Cumulative and Buildout traffic volumes were used for these turn movements and segments to develop a conservative Year 2040 Buildout traffic forecast. The Buildout condition includes all planned circulation improvements consistent with the City’s General Plan (i.e., Alipaz Road extension) and known cumulative projects in the project vicinity. The Buildout study area intersection geometrics are illustrated on Figure 10. The Buildout peak-hour traffic volumes are shown on Figure 11. Tables L and M summarize the results of the Buildout peak-hour LOS analysis for the study area intersections using the ICU and HCM methodologies, respectively. The Buildout ICU and HCM worksheets are contained in Appendices B and C, respectively. As shown in Tables L and M, all study area intersections, including the designated School, Operations, and Space Constrained hot spot intersections, are forecast to operate at satisfactory LOS. Therefore, a significant project or buildout impact would not occur at any study area intersection based on the ICU and HCM methodologies. Buildout roadway segment ADT volumes, v/c ratios, and LOS are presented in Table N. As this table indicates, all study area roadway segments, including the designated School, Operations, and Space Constrained hot spot roadways, are forecast to operate at satisfactory LOS. Therefore, a significant project or buildout impact would not occur at any study area roadway segment. ACCESS AND ON-SITE CIRCULATION ANALYSIS As indicated on the conceptual site plan (Figure 2), access to the project site is proposed at two locations (via full-access driveways on Del Obispo Street and Via Positiva). As a project design feature, a traffic signal will be installed at the new four-leg intersection of Del Obispo Street/Via Pimienta–Project Driveway. The Via Positiva project driveway will be stop-controlled (with uncontrolled movements along Via Positiva). 1I‐5 NB Ramps/Ortega Hwy 2 I‐5 SB Ramps/Ortega Hwy 3 Del Obispo St/Ortega Hwy 4 El Camino Real/Ortega Hwy5Camino Capistrano/Ortega Hwy 6 Camino Capistrano/Verdugo St 7 Camino Capistrano/Forster St 8 Camino Capistrano/Del Obispo St9Paseo Adelanto/Del Obispo St 10 Alipaz St/Del Obispo St 11 Paseo Carolina/Del Obispo St 12 Aguacate Rd/Del Obispo St13 Del Obispo St/Calle Aspero 14 Del Obispo St/Via Pimienta 15 Del Obispo St/Via Vermeulen 16 Del Obispo St/Camino Del Avion17 Alipaz St/Via Positiva 18 Alipaz St/Camino Del Avion 19 Project Dwy/Via Positiva 20 Via Positiva/Camino Del AvionFIGURE 10LEGENDSignalStop SignFree Right Turn*Changes from existing conditions are shown in redThe Farm Specific PlanBuildout Geometry FFP:\JCA1703\Traffic\xls\graphics\Fig‐10‐Buildout Geometry.xlsx (1/18/2018) 18 / 17243 / 185107 / 108922 / 9022 / 4409 / 3962187 / 1916376 / 4634 / 1082 / 12139 / 621282 / 1297570 / 40714 / 191770 / 1765185 / 1944 / 6261 / 244775 / 60476 / 9019 / 201I‐5 NB Ramps/Ortega Hwy2I‐5 SB Ramps/Ortega Hwy3Del Obispo St/Ortega Hwy4El Camino Real/Ortega Hwy22 / 31359 / 2138 / 11835 / 785143 / 238 64 / 82138 / 13713 / 79 526 / 37315 / 63903 / 742322 / 3465Camino Capistrano/Ortega Hwy6Camino Capistrano/Verdugo St7Camino Capistrano/Forster St8Camino Capistrano/Del Obispo St45 / 6678 / 4732 / 3549 / 381449 / 15301033 / 958982 / 811755 / 755170 / 122509 / 65460 / 902 / 266 / 9519 / 1719 / 2221 / 201673 / 1201971 / 750860 / 663811 / 63046 / 2928 / 5121 / 253 / 29Paseo Adelanto/Del Obispo St10Alipaz St/Del Obispo St11Paseo Carolina/Del Obispo St12Aguacate Rd/Del Obispo St73 / 4036 / 3229 / 195 / 19237 / 13133 / 3830 / 2010 / 28271 / 15380 / 7019 / 25 371 / 34477 / 5312 / 15233 / 227227 / 20413Del Obispo St/Calle Aspero14Del Obispo St/Via Pimienta15Del Obispo St/Via Vermeulen16Del Obispo St/Camino Del Avion11 / 610 / 32228 / 334 / 2 336 / 156341 / 193243 / 147262 / 3234 / 14373 / 1236 / 45 / 12220 / 132221 / 31017Alipaz St/Via Positiva18Alipaz St/Camino Del Avion19Project Dwy/Via Positiva20Via Positiva/Camino Del AvionFIGURE 11LEGENDXXX / YYYAM / PM VolumeThe Farm Specific PlanBuildout Peak‐Hour Volumes29 / 25220 / 2111059 / 106743 / 93641 / 437450 / 501315 / 309128 / 215 101 / 112122 / 8322 / 1527 / 2722 / 74612 / 542644 / 616148 / 12110 / 21748 / 68340 / 108736 / 614584 / 48643 / 136251 / 224310 / 3360 / 415 / 7343 / 66725 / 559196 / 203 104 / 92 / 092 / 1599 / 10337 / 4513 / 13732 / 60710 / 34748 / 6366 / 57 / 19838 / 75810 / 32834 / 73322 / 237 / 023 / 22684 / 53698 / 1556 / 2853 / 1721 / 4361 / 33010 / 4382 / 24612 / 2111 / 929 / 1922 / 1518 / 8146 / 7738 / 14336 / 184356 / 3063 / 11 25 / 43799 / 69363 / 7427 / 1835 / 4733 / 35382 / 297507 / 4606 / 5327 / 5186 / 10635 / 206 / 435 / 3433 / 450 / 472 / 86 251 / 144636 / 50185 / 3648 / 32219 / 15251 / 70293 / 293452 / 4451125 / 9071119 / 1120745 / 6321151 / 1191103 / 11135 / 59P:\JCA1703\Traffic\xls\graphics\Fig‐11‐Buildout Volume.xlsx (1/18/2018) ICU LOS ICU LOS ICU LOS ∆ ICU Yes/No AM 0.769 C 0.770 C 0.845 D 0.001 No 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 0.683 B 0.685 B 0.747 C 0.002 No AM 0.658 B 0.664 B 0.743 C 0.006 No 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 0.653 B 0.657 B 0.770 C 0.004 No AM 0.521 A 0.524 A 0.594 A 0.003 No 3 Del Obispo Street/Ortega Highway1 Signal PM 0.508 A 0.519 A 0.589 A 0.011 No AM 0.453 A 0.453 A 0.547 A 0.000 No 4El Camino Real/Ortega Highway Signal PM 0.404 A 0.404 A 0.481 A 0.000 No AM 0.509 A 0.512 A 0.752 C 0.003 No 5Camino Capistrano/Ortega Highway Signal PM 0.482 A 0.484 A 0.561 A 0.002 No AM 0.444 A 0.444 A 0.527 A 0.000 No 6Camino Capistrano/Verdugo Street Signal PM 0.508 A 0.510 A 0.565 A 0.002 No AM N/A N/A N/A N/A N/A N/A N/A N/A 7Camino Capistrano/Forster Street OWSC PM N/A N/A N/A N/A N/A N/A N/A N/A AM 0.639 B 0.644 B 0.761 C 0.005 No 8 Camino Capistrano/Del Obispo Street1 Signal PM 0.622 B 0.636 B 0.719 C 0.014 No AM 0.568 A 0.581 A 0.657 B 0.013 No 9 Paseo Adelanto/Del Obispo Street1 Signal PM 0.541 A 0.556 A 0.672 B 0.015 No AM 0.507 A 0.521 A 0.594 A 0.014 No 10 Alipaz Street/Del Obispo Street1 Signal PM 0.431 A 0.444 A 0.542 A 0.013 No AM 0.369 A 0.371 A 0.429 A 0.002 No 11 Via Belardes‐Paseo Carolina/Del Obispo Street1 Signal PM 0.322 A 0.331 A 0.379 A 0.009 No AM 0.505 A 0.511 A 0.582 A 0.006 No 12 Aguacate Road/Del Obispo Street Signal PM 0.461 A 0.478 A 0.539 A 0.017 No AM 0.526 A 0.532 A 0.614 B 0.006 No 13 Del Obispo Street/Calle Aspero Signal PM 0.464 A 0.482 A 0.560 A 0.018 No AM N/A N/A 0.511 A 0.584 A 0.511 No 14 Del Obispo Street/Via Pimienta‐Project Driveway Signal3 PM N/A N/A 0.438 A 0.524 A 0.438 No AM 0.261 A 0.270 A 0.302 A 0.009 No 15 Del Obispo Street/Via Vermeulen Signal PM 0.246 A 0.252 A 0.289 A 0.006 No AM 0.728 C 0.741 C 0.791 C 0.013 No 16 Del Obispo Street/Camino Del Avion Signal PM 0.599 A 0.610 B 0.669 B 0.011 No AM 0.383 A 0.400 A 0.417 A 0.017 No 17 Alipaz Street/Via Positiva Signal PM 0.292 A 0.304 A 0.319 A 0.012 No AM N/A N/A N/A N/A N/A N/A N/A N/A 18 Alipaz Street/Camino Del Avion AWSC PM N/A N/A N/A N/A N/A N/A N/A N/A Future Intersection AM N/A N/A N/A N/A N/A N/A N/A N/A 19 Project Driveway/Via Positiva OWSC PM N/A N/A N/A N/A N/A N/A N/A N/A AM 0.501 A 0.510 A 0.523 A 0.009 No 20 Via Positiva/Camino Del Avion1 Signal PM 0.214 A 0.228 A 0.234 A 0.014 No ICU = Intersection Capacity Utilization LOS = level of service N/A = not applicable (future intersection and/or evaluated using the Highway Capacity Manual methodology) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). 2 A buildout impact occurs when the ICU in (1) minus the ICU in (2) is 0.01 or greater, and the LOS in (3) is E or F. 3 Implementation of Signal (Project Design Feature) at Del Obispo Street/Via Pimienta‐Project Driveway with the project Existing Existing Plus Project Buildout Buildout Impact2Peak Hour 123 Table L: Buildout Intersection Level of Service Summary (ICU) 4 Intersection Control P:\JCA1703\Traffic\xls\Intersections.xls\Buildout ICU (2/8/2018) Delay LOS Delay LOS Delay LOS Delay Yes/No AM 50.3 D 50.4 D 63.2 E 0.1 No 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 30.0 C 30.1 C 36.9 D 0.1 No AM 34.5 C 34.9 C 45.5 D 0.4 No 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 30.1 C 30.6 C 38.3 D 0.5 No AM 13.8 B 13.8 B 14.0 B 0.0 No 3 Del Obispo Street/Ortega Highway1 Signal PM 13.4 B 13.4 B 15.4 B 0.0 No AM 7.2 A 7.2 A 17.4 B 0.0 No 4El Camino Real/Ortega Highway Signal PM 6.0 A 6.0 A 12.5 B 0.0 No AM 22.8 C 22.7 C 44.8 D ‐0.1 No 5Camino Capistrano/Ortega Highway Signal PM 19.5 B 19.5 B 25.3 C 0.0 No AM 8.5 A 8.4 A 6.1 A ‐0.1 No 6Camino Capistrano/Verdugo Street Signal PM 11.6 B 11.7 B 10.6 B 0.1 No AM 17.8 C 17.8 C 23.6 C 0.0 No 7Camino Capistrano/Forster Street OWSC PM 20.2 C 20.2 C 24.4 C 0.0 No AM 28.1 C 28.7 C 42.0 D 0.6 No 8 Camino Capistrano/Del Obispo Street1 Signal PM 34.1 C 36.2 D 37.5 D 2.1 No AM 13.6 B 14.1 B 18.5 B 0.5 No 9 Paseo Adelanto/Del Obispo Street1 Signal PM 15.5 B 15.6 B 22.3 C 0.1 No AM 23.0 C 23.2 C 26.4 C 0.2 No 10 Alipaz Street/Del Obispo Street1 Signal PM 19.1 B 19.1 B 24.3 C 0.0 No AM 8.7 A 8.7 C 13.1 B 0.0 No 11 Via Belardes‐Paseo Carolina/Del Obispo Street1 Signal PM 8.6 A 8.7 A 13.1 B 0.1 No AM 26.4 C 26.7 C 28.6 C 0.3 No 12 Aguacate Road/Del Obispo Street Signal PM 9.0 A 9.4 A 10.8 B 0.4 No AM 12.7 B 12.8 B 15.1 B 0.1 No 13 Del Obispo Street/Calle Aspero Signal PM 11.8 B 12.2 B 13.6 B 0.4 No AM 19.5 C 7.3 A 7.6 A ‐12.2 No 14 Del Obispo Street/Via Pimienta‐Project Driveway Signal3 PM 17.0 C 7.5 A 7.8 A ‐9.5 No AM 2.5 A 2.5 A 2.7 A 0.0 No 15 Del Obispo Street/Via Vermeulen Signal PM 3.6 A 3.6 A 3.7 A 0.0 No AM 42.9 D 45.7 D 53.4 D 2.8 No 16 Del Obispo Street/Camino Del Avion Signal PM 27.1 C 28.1 C 35.7 D 1.0 No AM 11.8 B 12.3 B 12.5 B 0.5 No 17 Alipaz Street/Via Positiva Signal PM 10.0 B 10.3 B 10.3 B 0.3 No AM 12.3 B 12.3 B 13.2 B 0.0 No 18 Alipaz Street/Camino Del Avion AWSC PM 12.0 B 12.0 B 12.7 B 0.0 No Future Intersection AM N/A N/A 12.6 B 12.7 B N/A No 19 Project Driveway/Via Positiva OWSC PM N/A N/A 10.3 B 10.4 B N/A No AM 7.8 A 8.1 A 8.2 A 0.3 No 20 Via Positiva/Camino Del Avion1 Signal PM 4.3 A 4.4 A 4.4 A 0.1 No HCM = Highway Capacity Manual. Delay is reported in seconds. LOS = level of service N/A = not applicable (future intersection) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). 2 A buildout impact occurs when the delay in (2) minus the delay in (1) is 1.0 seconds or greater, and the LOS in (3) is E or F. 3 Implementation of Signal (Project Design Feature) at Del Obispo Street/Via Pimienta‐Project Driveway with the project Table M: Buildout Intersection Level of Service Summary (HCM) 4 Existing Existing Plus Project Buildout Buildout Impact2 Intersection Control Peak Hour 123 P:\JCA1703\Traffic\xls\Intersections.xls\Buildout HCM (2/8/2018) ADT V/C LOS ADT V/C LOS ADT V/C LOS∆ V/CYes/NoI-5 NB Ramps to I-5 SB Ramps18D 75,000 40,775 0.54 A 340 41,115 0.55 A 49,040 0.65 B 0.01 NoI-5 SB Ramps to Del Obispo16D 56,300 36,849 0.65 B 561 37,410 0.66 B 43,609 0.77 C 0.01 NoDel Obispo to El Camino Real 4D 37,500 11,701 0.31 A 0 11,701 0.31 A 15,196 0.41 A 0.00 NoOrtega Hwy El Camino Real to Camino Capistrano 4D 37,500 7,085 0.19 A 0 7,085 0.19 A 8,963 0.24 A 0.00 NoOrtega to Camino Capistrano14D 37,500 28,068 0.75 C 561 28,629 0.76 C 31,534 0.84 D 0.01 NoCamino Capistrano to Paseo Adelanto16D 56,300 33,343 0.59 A 561 33,904 0.60 A 38,694 0.69 B 0.01 NoPaseo Adelanto to Alipaz16D 56,300 31,436 0.56 A 714 32,150 0.57 A 36,489 0.65 B 0.01 NoAguacate to Calle Aspero 4D 37,500 16,417 0.44 A 425 16,842 0.45 A 19,291 0.51 A 0.01 NoCalle Aspero to Project Driveway 4D 37,500 16,015 0.43 A493 16,508 0.44 A 18,633 0.50 A 0.01 NoProject Driveway to Via Vermeulen 4D 37,500 15,491 0.41A 510 16,001 0.43 A 17,936 0.48 A 0.02 NoDel Obispo St Via Vermeulen to Camino Del Avion 4D 37,500 16,644 0.44 A 510 17,154 0.46 A 19,089 0.51 A 0.02 NoDel Obispo to Via Positiva 4D 37,500 10,598 0.28 A 493 11,091 0.30 A 13,291 0.35 A 0.02 NoAlipaz St Via Positiva to Camino Del Avion 3D 25,000 7,151 0.29 A 0 7,151 0.29 A 7,979 0.32 A 0.00 NoAlipaz to Project Driveway 2U 12,500 2,342 0.19 A 493 2,835 0.23 A 2,894 0.23 A 0.04 NoVia Positiva Project Driveway to Camino Del Avion 2U 12,500 1,810 0.14 A 204 2,014 0.16 A 2,059 0.16 A 0.02 NoCamino Capistrano Ortega to Del Obispo 2D 20,000 14,5080.73 C 68 14,576 0.73 C 16,811 0.84 D 0.00 NoFor No. of Lanes, D = divided, and U = undividedADT = average daily tripsLOS = level of serviceV/C = volume-to-capacity ratio1 Segment is considered a "Hot Spot" location (LOS E is acceptable).2 A buildout impact occurs when the V/C in (2) minus the V/C in (1) is 0.01 or greater, and the LOS in (3) is E or F.Table N: Buildout Roadway Segment Level of Service SummaryRoadway SegmentNo. of LanesLOS E Capacity1Project ADT2 3 4Existing Existing Plus Project Buildout Buildout Impact2P:\JCA1703\Traffic\xls\Roadway Segments.xls\Buildout (2/14/2018) T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 37 The signalized Del Obispo Street driveway will have two outbound lanes for drivers to exit (i.e., a left-turn lane and a shared through/right-turn lane). The secondary Via Positiva driveway will have a single outbound lane (i.e., shared left-turn/right-turn lane). The proposed signal at Del Obispo Street/Via Pimienta–Project Driveway will have a left-turn pocket to allow southbound traffic to make safe left turns into the site. The new traffic signal will be coordinated with the existing traffic signals at Calle Aspero and Via Vermeulen. A left-turn pocket is not required at the Via Positiva driveway as Via Positiva is a low-volume local street. An LOS analysis has been conducted for each driveway as previously discussed in this TIA. Based on the results of this analysis, all project driveways are forecast to operate at satisfactory LOS D or better For Existing Plus Project, Existing Plus Project Plus Cumulative, and buildout conditions during both the a.m. and p.m. peak hours. Sight Distance Analysis A sight distance analysis was conducted along Del Obispo Street at the proposed location of the main project driveway (which is aligned with Via Pimienta) to ensure driver visibility and safety. In the project vicinity, the Del Obispo Street speed limit is 40 mph. According to Table 6C-2 of the California Manual on Uniform Traffic Control Devices (CAMUCTD), the stopping sight distance for a roadway with the speed limit of 40 mph is 305 feet (ft). Figure 12 illustrates the sight distances along Del Obispo Street. Based on a field survey, there are no sight distance obstructions at the proposed Del Obispo Street project driveway (i.e., east side of Del Obispo Street). The sight distances at the project driveway exceed 800 ft looking to the north (right) and 600 ft looking to the south (left). Therefore, the project driveway would meet the minimum sight distance requirements specified in the CAMUTCD. CONSTRUCTION ANALYSIS The duration of project construction will be up to 2.75 years. Project construction will consist of the following four phases (including average duration, number of employees, and trucks): • Site Preparation (6 weeks): 20 workers and 10 trucks • Grading (14 weeks): 20 workers and 10 trucks • Construction and Architectural Coatings (2 years and 4 weeks): 258 workers and 10 trucks • Paving (10 weeks): 15 workers and 2 trucks Typical construction hours are 7:00 a.m. to 5:00 p.m., consistent with the City’s Municipal Code (Section 8-2.04). Each worker will arrive between 6:30 a.m. and 7:00 a.m. (outside of the a.m. peak hour). Approximately 60 percent of the workers will leave between 3:30 p.m. and 4:00 p.m. (outside the p.m. peak hour) and the remaining 40 percent will leave after 4:00 p.m. (during the p.m. peak hour). To present a conservative, worst-case analysis, all workers are assumed to drive themselves to/from the project site. Truck trips will occur throughout the day (between 7:00 a.m. and 5:00 p.m.). FIGURE 12 Del Obispo Street Sight DistanceSOURCE: Google Earth FEET 2001000 N Del Obispo StDel Obispo StVi a V e r m e u l e n Vi a V e r m e u l e n I:\JCA1703\G\Traffic\Sight Distance.cdr (1/16/2018) The Farm Specific PlanVia P im ien taVia P im ien ta PROJECT SITE PROJECT SITE Project Driveway Project Driveway 600+’600+’800+’800+’ T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» 39 Table O provides a summary of the trip generation for each phase of construction. As shown in this table, Phase III (Construction and Architectural Coatings) would generate the most construction trips. Phase III would generate 6 a.m. peak-hour trips (3 inbound and 3 outbound) and 109 p.m. peak-hour trips (3 inbound and 106 outbound) in passenger car equivalents (PCEs). Because the project (133 trips) would generate 127 more a.m. peak-hour trips than project construction (6 trips) (which has already been analyzed as part of Existing Plus Project conditions), the construction analysis focuses on p.m. peak-hour conditions only. The typical operation of 180 single-family homes (179 trips) is anticipated to generate 70 more p.m. peak hour trips than construction activity (109 trips). However, a construction analysis of the p.m. peak hour was conducted because the construction activity (106 outbound trips) in the p.m. peak hour is anticipated to generate 39 more outbound trips than the typical operation (67 outbound trips). A 50/50 northbound/southbound split on I-5 is assumed for the construction vehicles and trucks as the construction workforce could originate both north and south of San Juan Capistrano. Similarly, a 50/50 split was used to direct construction traffic to the project site via Del Obispo Street or Alipaz Street. To determine the existing plus construction traffic condition, traffic generated by the proposed construction activity was added to existing baseline traffic volumes at the study area locations. Tables P and Q summarize the results of the existing plus construction traffic LOS analysis for the study area intersections using the ICU and HCM methodologies, respectively. The existing plus construction traffic ICU and HCM worksheets are contained in Appendices B and C, respectively. As shown in Tables P and Q, all study area intersections are anticipated to operate at satisfactory LOS E or better based on the ICU and HCM methodologies. Existing plus construction traffic roadway segment ADT volumes, v/c ratios, and LOS are presented in Table R. As this table indicates, all study area roadway segments are anticipated to operate at satisfactory LOS with construction traffic. Based on the results of the construction analysis, a temporary construction impact would not occur at a study area intersection or roadway segment. CONCLUSIONS Based on the results of this analysis, implementation of the proposed project would not result in any significant project-related impacts to the surrounding roadway system. The evaluation of the study area intersection and roadway segment LOS shows that the addition of project traffic would not create significant adverse impacts In Existing, Cumulative, or Buildout conditions. Based on the site plan layout, adequate access and on-site circulation would be provided. The project is not anticipated to create temporary impacts based on construction over a 2.75-year period. Duration Description Quantity Type PCE ADT in out total in out total ADT in out total in out totalDaily 180 SFD (see Table D) Passenger 1 1,69934 101 13511267 1791,69934 101 13511267 179Construction Workers120 Passenger 1 4000008840000088Trucks 210 Large Truck 2.5 2011211250336336ISite Preparation 6 weeks Total 6011219109033631114Construction Workers120 Passenger 1 4000008840000088Trucks 210 Large Truck 2.5 2011211250336336II Grading 14 weeks Total 6011219109033631114Construction Workers1258 Passenger 1 51600001031035160000103103Construction and 2 years &Trucks 210 Large Truck 2.5 2011211250336336III Architectural Coatings 4 weeks Total 53611211041055663363106109Construction Workers115 Passenger 1 3000006630000066Trucks 210 Large Truck 2.5 2011211250336336IVPaving 10 weeks Total 501121788033639121 Each worker will arrive between 6:30 and 7:00 a.m. and depart between 3:30 and 5:00 p.m. (60% between 3:30 and 4:00 and 40% after 4:00).2 Truck trips will occur between 7:00 a.m. and 5:00 p.m.ADT = average daily trafficPCE = passenger car equivalent. An employee vehicle has a PCE of 1 and a construction truck has a PCE of 2.5.SFD = single‐family detached homesPhase Vehicles Vehicle Trip Generation PCE Trip GenerationTable O: Construction Trip Generation SummaryAM Peak Hour PM Peak Hour AM Peak Hour PM Peak HourDescriptionTypical OperationsP:\JCA1703\Traffic\xls\construction trip gen.xls\Sheet1 (12/29/2017) ICU LOS ICU LOS ICU Yes/No 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 0.683 B 0.684 B 0.001 No 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 0.653 B 0.664 B 0.011 No 3 Del Obispo Street/Ortega Highway1 Signal PM 0.508 A 0.509 A 0.001 No 4El Camino Real/Ortega Highway Signal PM 0.404 A 0.404 A 0.000 No 5Camino Capistrano/Ortega Highway Signal PM 0.482 A 0.482 A 0.000 No 6Camino Capistrano/Verdugo Street Signal PM 0.508 A 0.508 A 0.000 No 7Camino Capistrano/Forster Street OWSC PM N/A N/A N/A N/A N/A N/A 8 Camino Capistrano/Del Obispo Street1 Signal PM 0.622 B 0.623 B 0.001 No 9 Paseo Adelanto/Del Obispo Street1 Signal PM 0.541 A 0.541 A 0.000 No 10 Alipaz Street/Del Obispo Street1 Signal PM 0.431 A 0.447 A 0.016 No 11 Via Belardes‐Paseo Carolina/Del Obispo Street Signal PM 0.322 A 0.338 A 0.016 No 12 Aguacate Road/Del Obispo Street Signal PM 0.461 A 0.461 A 0.000 No 13 Del Obispo Street/Calle Aspero Signal PM 0.464 A 0.465 A 0.001 No 14 Del Obispo Street/Project Driveway Signal3 PM N/A N/A 0.458 A 0.458 No 15 Del Obispo Street/Via Vermeulen Signal PM 0.246 A 0.246 A 0.000 No 16 Del Obispo Street/Camino Del Avion Signal PM 0.599 A 0.599 A 0.000 No 17 Alipaz Street/Via Positiva Signal PM 0.292 A 0.324 A 0.032 No 18 Alipaz Street/Camino Del Avion AWSC PM N/A N/A N/A N/A N/A N/A 19 Project Driveway/Via Positiva OWSC PM N/A N/A N/A N/A N/A N/A 20 Via Positiva/Camino Del Avion Signal PM 0.214 A 0.214 A 0.000 No ICU = Intersection Capacity Utilization LOS = level of service N/A = not applicable (future intersection and/or evaluated using the Highway Capacity Manual methodology) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). 2 A significant construction impact occurs when the delay in (2) minus the delay in (1) is 1.0 seconds or greater, and the LOS in (2) is E or F. 3 Implementation of Signal (Project Design Feature) at Del Obispo Street/Via Pimienta‐Project Driveway with the project Existing Existing Plus Construction Construction Impact2Peak Hour 12 Table P: Existing Plus Construction Traffic Intersection Level of Service Summary (ICU) 3 Intersection Control P:\JCA1703\Traffic\xls\Intersections.xls\Existing+Proj. Constuction ICU (2/8/2018) Delay LOS Delay LOS Delay Yes/No 1 I‐5 NB Ramps/Ortega Highway1 Signal PM 30.0 C 30.1 C 0.1 No 2 I‐5 SB Ramps/Ortega Highway1 Signal PM 30.1 C 30.5 C 0.4 No 3 Del Obispo Street/Ortega Highway1 Signal PM 13.4 B 13.2 B ‐0.2 No 4El Camino Real/Ortega Highway Signal PM 6.0 A 6.0 A 0.0 No 5Camino Capistrano/Ortega Highway Signal PM 19.5 B 19.5 B 0.0 No 6Camino Capistrano/Verdugo Street Signal PM 11.6 B 11.6 B 0.0 No 7Camino Capistrano/Forster Street OWSC PM 20.2 C 20.2 C 0.0 No 8 Camino Capistrano/Del Obispo Street1 Signal PM 34.1 C 34.7 C 0.6 No 9 Paseo Adelanto/Del Obispo Street1 Signal PM 15.5 B 15.7 B 0.2 No 10 Alipaz Street/Del Obispo Street1 Signal PM 19.1 B 19.6 B 0.5 No 11 Via Belardes‐Paseo Carolina/Del Obispo Street Signal PM 8.6 A 8.5 A ‐0.1 No 12 Aguacate Road/Del Obispo Street Signal PM 9.0 A 9.1 A 0.1 No 13 Del Obispo Street/Calle Aspero Signal PM 11.8 B 11.7 B ‐0.1 No 14 Del Obispo Street/Project Driveway Signal3 PM 17.0 C 7.2 A ‐9.8 No 15 Del Obispo Street/Via Vermeulen Signal PM 3.6 A 3.6 A 0.0 No 16 Del Obispo Street/Camino Del Avion Signal PM 27.1 C 27.1 C 0.0 No 17 Alipaz Street/Via Positiva Signal PM 10.0 B 10.8 B 0.8 No 18 Alipaz Street/Camino Del Avion AWSC PM 12.0 B 12.0 B 0.0 No 19 Project Driveway/Via Positiva OWSC PM N/A N/A 10.6 B N/A No 20 Via Positiva/Camino Del Avion Signal PM 4.3 A 4.3 A 0.0 No HCM = Highway Capacity Manual. Delay is reported in seconds. LOS = level of service N/A = not applicable (future intersection) OWSC = one‐way stop control, AWSC = all‐way stop control 1 Intersection is considered a "Hot Spot" location (LOS E is acceptable). 2 A significant construction impact occurs when the delay in (2) minus the delay in (1) is 1.0 seconds or greater, and the LOS in (2) is E or F. 3 Implementation of Signal (Project Design Feature) at Del Obispo Street/Via Pimienta‐Project Driveway with the project Existing Existing Plus Construction Construction Impact2Peak Hour 12 Table Q: Existing Plus Construction Traffic Intersection Level of Service Summary (HCM) 3 Intersection Control P:\JCA1703\Traffic\xls\Intersections.xls\Existing+Proj. Construction HCM (2/8/2018) ADT V/C LOS ADT V/C LOS∆ V/CYes/NoI-5 NB Ramps to I-5 SB Ramps18D 75,000 40,775 0.54 A 283 41,058 0.55 A 0.01 NoI-5 SB Ramps to Del Obispo16D 56,300 36,849 0.65 B 566 37,415 0.66 B 0.01 NoDel Obispo to El Camino Real 4D 37,500 11,701 0.31 A 0 11,701 0.31 A 0.00 NoOrtega Hwy El Camino Real to Camino Capistrano 4D 37,500 7,085 0.19 A 0 7,085 0.19 A 0.00 NoOrtega to Camino Capistrano14D 37,500 28,068 0.75 C 566 28,634 0.76 C 0.01 NoCamino Capistrano to Paseo Adelanto16D 56,300 33,343 0.59 A 566 33,909 0.60 A 0.01 NoPaseo Adelanto to Alipaz16D 56,300 31,436 0.56 A 566 32,002 0.57 A 0.01 NoAguacate to Calle Aspero 4D 37,500 16,417 0.44 A 283 16,700 0.45 A 0.01 NoCalle Aspero to Project Driveway 4D 37,500 16,015 0.43 A283 16,298 0.43 A 0.00 NoProject Driveway to Via Vermeulen 4D 37,500 15,491 0.41A 0 15,491 0.41 A 0.00 NoDel Obispo St Via Vermeulen to Camino Del Avion 4D 37,500 16,644 0.44 A 0 16,644 0.44 A 0.00 NoDel Obispo to Via Positiva 4D 37,500 10,598 0.28 A 283 10,881 0.29 A 0.01 NoAlipaz St Via Positiva to Camino Del Avion 3D 25,000 7,151 0.29 A 0 7,151 0.29 A 0.00 NoAlipaz to Project Driveway 2U 12,500 2,342 0.19 A 283 2,625 0.21 A 0.02 NoVia Positiva Project Driveway to Camino Del Avion 2U 12,500 1,810 0.14 A 0 1,810 0.14 A 0.00 NoCamino Capistrano Ortega to Del Obispo 2D 20,000 14,5080.73 C 0 14,508 0.73 C 0.00 NoFor No. of Lanes, D = divided, and U = undividedADT = average daily tripsLOS = level of serviceV/C = volume-to-capacity ratio1 Segment is considered a "Hot Spot" location (LOS E is acceptable).2 A significant construction impact occurs when the V/C in (2) minus the V/C in (1) is 0.01 or greater, and the LOS in (2) is E or F.Table R: Existing Plus Construction Traffic Roadway Segment Level of Service SummaryRoadway SegmentNo. of LanesLOS E Capacity1Const. ADT2 3Existing Existing Plus Const. Construction Impact1P:\JCA1703\Traffic\xls\Roadway Segments.xls\Existing+Construction (2/14/2018) T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» APPENDIX A EXISTING TRAFFIC VOLUMES National Data & Surveying ServicesIntersection Turning Movement CountLocation:I-5 NB Ramps & Ortega HwyCity:San Juan CapistranoProject ID:17-01237-001Control:SignalizedDate:11/7 - 11/9/2017NS/EW Streets:0.30.31.3001010012.51.50002.50.50000000NLNTNRNUNL2SLSTSRSUSR2ELETEREUEU2WLWTWRWUWT2E2UE2L2E2T2E2R2E2U2TOTAL7:00 AM25696001008014112871330001632102540000010287:15 AM41615100100701883611290001851602290000011617:30 AM5371730070701693761610002182102630000013117:45 AM457135011008019103191880001871902880000012368:00 AM3171160080902472921590101902802760000011488:15 AM4261150060702282681370001811602560000010648:30 AM311010600801001792641440001631902540000010358:45 AM4251330012070137260120000173150221000001008NLNTNRNUNL2SLSTSRSUSR2ELETEREUEU2WLWTWRWUWT2E2UE2L2E2T2E2R2E2U2TOTALTOTAL VOLUMES :310541025017106301436924271171010146015502041000008991APPROACH %'s :22.30%3.88%73.74%0.00%0.07%25.63%0.00%22.74%0.00%51.62%1.88%66.17%31.92%0.00%0.03%0.00%39.93%4.24%0.00%55.83%PEAK HR :07:15 AM38 37 4407:30 AMTOTALPEAK HR VOL :1702757501350310773413486370107808401056000004856PEAK HR FACTOR :0.8020.9640.8310.0000.2500.8750.0000.8610.0000.8020.8500.8960.8470.0000.2500.0000.8940.7500.0000.9170.0000.0000.0000.0000.000HeadersNBL NBT NBR NBU NBL2 SBL SBT SBR SBU SBR2 EBL EBT EBR EBU EBU2 WBL WBT WBR WBU WBT2 EB2U EB2L2 EB2T2 EB2R2 EB2U20.30.31.3001010012.51.50002.50.50000000NLNTNRNUNL2SLSTSRSUSR2ELETEREUEU2WLWTWRWUWT2E2UE2L2E2T2E2R2E2U2TOTAL4:00 PM3371040012013022133531300002282701940000011364:15 PM46698001509022153601400002181601840000011294:30 PM40895001106024123741330102222302040000011534:45 PM40690001709016133451380002302002060000011305:00 PM39591001205022133281480002292202090000011235:15 PM387103021308017123401360002552201990000011525:30 PM525960016010019163571270202172201930000011325:45 PM5158700160801816372147000191140162000001087NLNTNRNUNL2SLSTSRSUSR2ELETEREUEU2WLWTWRWUWT2E2UE2L2E2T2E2R2E2U2TOTALTOTAL VOLUMES :3394976402112068016011028291099030179016601551000009042APPROACH %'s :29.38%4.25%66.20%0.00%0.17%32.94%0.00%20.00%0.00%47.06%2.72%70.01%27.20%0.00%0.07%0.00%51.04%4.73%0.00%44.23%PEAK HR :04:30 PM291 289 29604:30 PMTOTALPEAK HR VOL :157263790253028079501387555010936870818000004558PEAK HR FACTOR :0.9810.8130.9200.0000.2500.7790.0000.7780.0000.8230.9620.9270.9380.0000.2500.0000.9180.9460.0000.9780.0000.0000.0000.0000.000Ortega Hwy0.956 WESTBOUNDI-5 NB RampsI-5 NB Ramps3-Day Average Total SOUTHBOUND0.9400.95204:30 PM - 05:30 PM SOUTHBOUND0.8720.925 EASTBOUND EASTBOUND0.958 WESTBOUNDPMAM07:15 AM - 08:15 AM NORTHBOUND0.829 NORTHBOUND0.9670.926I-5 NB Onramp0.988Ortega Hwy 3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-002Day:City:San Juan CapistranoDate:D884 0 873 0DEKKE0000EKKEWD815 0 913 0WDD EKKE WD WD EKKE D202010002730 0 63900002400 0 3560000TEV4035 0 410900001105 0 10773PHF0.90 0.98178 0 17410000D EKKE WD WD EKKE DWD0000WDEKKE0000EKKED0000DOrtega Hwy 07:00 AM - 09:00 AMNONE1523 0 1545I-5 SB Ramps5340I-5 SB RampsSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND19900PEAK HOURSTotal Vehicles (AM)NONE05:00 PM - 06:00 PM000SignalizedOrtega HwyEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW574Total Vehicles (PM) Total Vehicles (PM),6%5DPSV 2UWHJD+Z\Tue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)1978COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-003Day:City:San Juan CapistranoDate:D493 1033 0 0DEKKE0000EKKEWD508 1036 1 0WDD EKKE WD WD EKKE D12000.5190190.530200001904376 0 2991.5TEV2961 0 300500004060.5PHF0.91 0.99700801012.50.5D EKKE WD WD EKKE DWD0 87 927 30WDEKKE0000EKKED0 44 896 20DOrtega Hwy07:00 AM - 09:00 AMNONE539 0 598Del Obispo St11070Del Obispo StSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND370PEAK HOURSTotal Vehicles (AM)NONE05:00 PM - 06:00 PM129112450SignalizedOrtega HwyEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW1125Total Vehicles (PM) Total Vehicles (PM)'HO2ELVSR6W 2UWHJD+Z\Tue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)24COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD 3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-004Day:City:San Juan CapistranoDate:D72 42 196 0DEKKE0000EKKEWD29 29 120 0WDD EKKE WD WD EKKE D01100176 0 2312333 0 25300000880555070TEV1248 0 11560203162 0 1812PHF0.81 0.941601600010D EKKE WD WD EKKE DWD0 127489WDEKKE0000EKKED0 19 109 85DOrtega Hwy 07:00 AM - 09:00 AMNONE344 0 374El Camino Real1130El Camino RealSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND3920PEAK HOURSTotal Vehicles (AM)NONE05:00 PM - 06:00 PM3452570SignalizedOrtega HwyEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW133Total Vehicles (PM) Total Vehicles (PM)(O&DPLQR5HDO 2UWHJD+Z\Tue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)446COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-005Day:City:San Juan CapistranoDate:D0 512 153 0DEKKE0000EKKEWD0 414 88 0WDD EKKE WD WD EKKE D01101156 0 215000000001218 0 1260000TEV1452 0 142100020000PHF0.91 0.9500000011D EKKE WD WD EKKE DWD0 0 428 117WDEKKE0000EKKED0 0 413 31DOrtega Hwy07:00 AM - 09:00 AMNONE000Camino Capistrano6380Camino CapistranoSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND2050PEAK HOURSTotal Vehicles (AM)NONE05:00 PM - 06:00 PM6285840SignalizedOrtega HwyEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW632Total Vehicles (PM) Total Vehicles (PM)&DPLQR&DSLVWUDQR 2UWHJD+Z\Tue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)186COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD 3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-006Day:City:San Juan CapistranoDate:D39 597 0 0DEKKE0000EKKEWD105 524 0 0WDD EKKE WD WD EKKE D01000000000000000000130771TEV1113 0 130500000000PHF0.95 0.941506110110D EKKE WD WD EKKE DWD0 72 466 0WDEKKE0000EKKED0 20 429 0DVerdugo St 07:00 AM - 09:00 AMNONE59 0 177Camino Capistrano6120Camino CapistranoSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND00PEAK HOURSTotal Vehicles (AM)NONE05:00 PM - 06:00 PM4425430SignalizedVerdugo StEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW585Total Vehicles (PM) Total Vehicles (PM)&DPLQR&DSLVWUDQR 9HUGXJR6WTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)0COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-007Day:City:San Juan CapistranoDate:D0 612 6 1DEKKE0000EKKEWD0 596 15 2WDD EKKE WD WD EKKE D01100806100000000740560000TEV1281 0 134800000000PHF0.90 0.9600000010D EKKE WD WD EKKE DWD0 0 541 112WDEKKE0000EKKED0 0 462 138DForster St07:00 AM - 09:00 AMNONE000Camino Capistrano6680Camino CapistranoSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND1270PEAK HOURSTotal Vehicles (AM)NONE04:45 PM - 05:45 PM46955101-Way Stop(WB)Forster StEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW670Total Vehicles (PM) Total Vehicles (PM)&DPLQR&DSLVWUDQR )RUVWHU6WTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)144COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD 3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-008Day:City:San Juan CapistranoDate:D356 245 42 0DEKKE0000EKKEWD338 233 59 0WDD EKKE WD WD EKKE D11101310172620 0 68800002113 0 110355 0 3282TEV3481 0 35310000752 0 6432PHF0.92 0.96254 0 28210211D EKKE WD WD EKKE DWD0 435 273 176WDEKKE0000EKKED0 324 229 109DDel Obispo St 07:00 AM - 09:00 AMNONE1368 0 1393Camino Capistrano6090Camino CapistranoSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND8780PEAK HOURSTotal Vehicles (AM)NONE04:30 PM - 05:30 PM6016320SignalizedDel Obispo StEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW628Total Vehicles (PM) Total Vehicles (PM)&DPLQR&DSLVWUDQR 'HO2ELVSR6WTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)903COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-009Day:City:San Juan CapistranoDate:D171400DEKKE0000EKKEWD164360WDD EKKE WD WD EKKE D0.5 0.5 1 013302321279 0 119800002108 0 151150191TEV2882 0 283600001328 0 10542PHF0.89 0.9439033000.50.51D EKKE WD WD EKKE DWD0713180WDEKKE0000EKKED016054DDel Obispo St07:00 AM - 09:00 AMNONE1231 0 1366Paseo Adelanto1910Paseo AdelantoSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND12700PEAK HOURSTotal Vehicles (AM)NONE04:45 PM - 05:45 PM38550SignalizedDel Obispo StEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW145Total Vehicles (PM) Total Vehicles (PM)3DVHR$GHODQWR 'HO2ELVSR6WTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)1422COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD 3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-010Day:City:San Juan CapistranoDate:D519800DEKKE0000EKKEWD68340WDD EKKE WD WD EKKE D01100490232794 0 78100002527 0 4383061TEV2730 0 25380000743 0 6062PHF0.91 0.961502400112D EKKE WD WD EKKE DWD0206458WDEKKE0000EKKED0 39 24 560DDel Obispo St 07:00 AM - 09:00 AMNONE825 0 820Alipaz St4720Alipaz StSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND10980PEAK HOURSTotal Vehicles (AM)NONE04:45 PM - 05:45 PM50610SignalizedDel Obispo StEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW559Total Vehicles (PM) Total Vehicles (PM)$OLSD]6W 'HO2ELVSR6WTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)1383COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-011Day:City:San Juan CapistranoDate:D253260DEKKE0000EKKEWD101200WDD EKKE WD WD EKKE D11000280222660 0 739001017704590161TEV1633 0 14780200639 0 5592PHF0.91 0.9613023000.50.51D EKKE WD WD EKKE DWD015165WDEKKE0000EKKED020290DDel Obispo St07:00 AM - 09:00 AMNONE784 0 686Via Belardes/Paseo Carolina610Via Belardes/Paseo CarolinaSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND6460PEAK HOURSTotal Vehicles (AM)NONE04:30 PM - 05:30 PM33450SignalizedDel Obispo StEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW101Total Vehicles (PM) Total Vehicles (PM)9LD%HODUGHV3DVHR&DUROLQD 'HO2ELVSR6WTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)755COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD 3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-012Day:City:San Juan CapistranoDate:D240250DEKKE0000EKKEWD160350WDD EKKE WD WD EKKE D10.50.501280401636 0 62900001202190181TEV1561 0 12810000627 0 5222PHF0.85 0.93201000.50.51D EKKE WD WD EKKE DWD0140 9WDEKKE0000EKKED0902101DDel Obispo St 07:00 AM - 09:00 AMNONE743 0 666Aguacate Rd40Aguacate RdSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND5660PEAK HOURSTotal Vehicles (AM)NONE04:30 PM - 05:30 PM61460SignalizedDel Obispo StEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW3Total Vehicles (PM) Total Vehicles (PM)$JXDFDWH5G 'HO2ELVSR6WTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:30 AM - 08:30 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)753COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-013Day:City:San Juan CapistranoDate:D52 681 15 0DEKKE0000EKKEWD60 577 35 0WDD EKKE WD WD EKKE D111002103110000000118023660541TEV1533 0 135100000001PHF0.87 0.986303900120D EKKE WD WD EKKE DWD0 52 467 28WDEKKE0000EKKED0 32 553 17DCalle Aspero07:00 AM - 09:00 AMNONE84 0 112Del Obispo St7670Del Obispo StSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND630PEAK HOURSTotal Vehicles (AM)NONE04:30 PM - 05:30 PM6505420SignalizedCalle AsperoEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW634Total Vehicles (PM) Total Vehicles (PM)'HO2ELVSR6W &DOOH$VSHURTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:30 AM - 08:30 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)32COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD 3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-015Day:City:San Juan CapistranoDate:D0 700 5 0DEKKE0000EKKEWD0 616 16 0WDD EKKE WD WD EKKE D0210116 0 300000000126 0 90000TEV1321 0 120900000000PHF0.88 0.9700000020D EKKE WD WD EKKE DWD0 0 531 4WDEKKE0000EKKED0 0 599 5DVia Vermeulen 07:00 AM - 09:00 AMNONE000Del Obispo St7090Del Obispo StSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND200PEAK HOURSTotal Vehicles (AM)NONE04:30 PM - 05:30 PM6025470SignalizedVia VermeulenEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW642Total Vehicles (PM) Total Vehicles (PM)'HO2ELVSR6W 9LD9HUPHXOHQTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:30 AM - 08:30 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)10COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-016Day:City:San Juan CapistranoDate:D435 315 29 3DEKKE0000EKKEWD375 245 30 1WDD EKKE WD WD EKKE D02100380662124 0 22700001141 0 257299 0 2862TEV2742 0 23340000225 0 2131.5PHF0.86 0.99219 0 1910.50120D EKKE WD WD EKKE DWD1 215 286 188WDEKKE0000EKKED0 239 240 188DCamino Del Avion07:00 AM - 09:00 AMNONE901 0 714Del Obispo St7910Del Obispo StSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND4310PEAK HOURSTotal Vehicles (AM)NONE04:30 PM - 05:30 PM6086110SignalizedCamino Del AvionEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW578Total Vehicles (PM) Total Vehicles (PM)'HO2ELVSR6W &DPLQR'HO$YLRQTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:15 AM - 08:15 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)442COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD 3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-018Day:City:San Juan CapistranoDate:D318 332 0 0DEKKE0000EKKEWD148 277 0 0WDD EKKE WD WD EKKE D11100000000000000000209 0 1250TEV1208 0 85500000001PHF0.79 0.9560400120D EKKE WD WD EKKE DWD0 4 297 0WDEKKE0000EKKED0 10 333 0DVia Positiva 07:00 AM - 09:00 AMNONE328 0 152Alipaz St3380Alipaz StSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND00PEAK HOURSTotal Vehicles (AM)NONE05:00 PM - 06:00 PM5424220SignalizedVia PositivaEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW281Total Vehicles (PM) Total Vehicles (PM)$OLSD]6W 9LD3RVLWLYDTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:00 AM - 08:00 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)0COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-019Day:City:San Juan CapistranoDate:D364 8 0 0DEKKE0000EKKEWD231 15 0 0WDD EKKE WD WD EKKE D01000000000000200000245 0 3021TEV658 0 58000000000PHF0.80 0.97501210010D EKKE WD WD EKKE DWD08100WDEKKE0000EKKED018180DCamino Del Avion07:00 AM - 09:00 AMNONE382 0 241Alipaz St130Alipaz StSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND00PEAK HOURSTotal Vehicles (AM)NONE04:00 PM - 05:00 PM26331203-Way Stop(NB/SB/EB)Camino Del AvionEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW27Total Vehicles (PM) Total Vehicles (PM)$OLSD]6W &DPLQR'HO$YLRQTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:00 AM - 08:00 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)0COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD 3UHSDUHGE\1DWLRQDO'DWD 6XUYH\LQJ6HUYLFHVID:17-01237-021Day:City:San Juan CapistranoDate:D1050260DEKKE0000EKKEWD650130WDD EKKE WD WD EKKE D1010030 0 1472176 0 26100000000261 0 1131TEV994 0 6890000194 0 2922PHF0.74 0.9700000000D EKKE WD WD EKKE DWD0000WDEKKE0000EKKED0000DCamino Del Avion 07:00 AM - 09:00 AMNONE366 0 241Via Positiva00Via PositivaSOUTHBOUND04:00 PM - 06:00 PMNORTHBOUND3050PEAK HOURSTotal Vehicles (AM)NONE04:00 PM - 05:00 PM4081430SignalizedCamino Del AvionEASTBOUND'D\$YHUDJH3HDN+RXU7XUQLQJ0RYHPHQW&RXQW0Total Vehicles (PM) Total Vehicles (PM)9LD3RVLWLYD &DPLQR'HO$YLRQTue - Thu11/7 - 11/9/2017CONTROLWESTBOUND 07:00 AM - 08:00 AMTotal Vehicles (NOON)Pedestrians (Crosswalks)Total Vehicles (NOON)220COUNT PERIODS Total Vehicles (AM)EKKEDWD WDDDEKKEWDWDEKKEDDEKKEWDEKKEǭEKKEWDDEKKEDWDEKKEDWDEKKEWDD Int No.IntersectionNBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR1 I-5 NB Ramps/Ortega Highway 198 28 616 34 0 100 38 1390 6980 1912 802 I-5 SB Ramps/Ortega Highway 0 0 0 1022 0 980 0 1048 170 346 684 03 Del Obispo Street/Ortega Highway 42 942 26 0 1042 536 4324 74 4 2 188 Camino Capistrano/Del Obispo Street 350 246 110 50 242 366 404 804 284 118 746 209 Paseo Adelanto/Del Obispo Street 14 0 50 36 0 14 18 1454 42164 1282 2610 Alipaz Street/Del Obispo Street 44 26 614 84 16 4 4 772 16412 890 2611 Via Belardes-Paseo Carolina/Del Obispo Street 16 4 80 28 4 30 12 666 14 48 844 2420 Via Positiva/Camino Del Avion 0 0 0 36 0 132 360 208 0 0 328222Int No.IntersectionNBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR1 I-5 NB Ramps/Ortega Highway 184 24 398 58 0 108 60 1394 5260 1728 882 I-5 SB Ramps/Ortega Highway 0 0 0 904 0 800 0 1072 172 432 738 03 Del Obispo Street/Ortega Highway 88 938 26 0 1042 508 2926 88 10 4 168 Camino Capistrano/Del Obispo Street 446 272 184 68 240 390 328 644 268 110 662 309 Paseo Adelanto/Del Obispo Street 68 4 164 30 4 16 16 1070 26 114 1362 4010 Alipaz Street/Del Obispo Street 12 6 444 34 8 8 8 624 26 580 824 4611 Via Belardes-Paseo Carolina/Del Obispo Street 14 0 84 20 2 10 18 542 22 88 682 3020 Via Positiva/Camino Del Avion 0 0 0 14 0 66 106 296 0 0 182 32Note:Hotspot intersection volumes are calculated by multiplying the peak 30 minutes of the 3-day average volumes by 2. Hotspot Intersection Existing Baseline VolumesPM Peak HourAM Peak HourP:\JCA1703\Traffic\xls\Hotspot Existing Baseline Volumes.xlsx (12/22/2017) ĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϲͺϬϬϭE ^ tϬϬϮϲ͕ϳϱϲϭϰ͕ϬϭϵDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬ ϯϯ ϭϴ ϱϭ ϯϳϭ Ϯϰϯ ϲϭϰϬ͗ϭϱ Ϯϴ ϭϮ ϰϬ ϰϭϱ Ϯϯϱ ϲϱϬϬ͗ϯϬ Ϯϰ ϵ ϯϯ ϯϲϴ Ϯϴϯ ϲϱϭϬ͗ϰϱϮϭ ϭϬϲ ϯ ϰϮ Ϯϰ ϭϰϴ ϰϯϴ ϭϱϵϮ Ϯϱϱ ϭϬϭϲ ϲϵϯ ϮϲϬϴϭ͗ϬϬ Ϯϭ ϳ Ϯϴ ϰϰϮ Ϯϰϵ ϲϵϭϭ͗ϭϱ ϭϵ ϰ Ϯϯ ϰϬϴ ϮϰϮ ϲϱϬϭ͗ϯϬ ϭϮ ϴ ϮϬ ϰϬϬ ϮϮϭ ϲϮϭϭ͗ϰϱϭϱ ϲϳ Ϯ Ϯϭ ϭϳ ϴϴ ϰϰϯ ϭϲϵϯ Ϯϯϲ ϵϰϴ ϲϳϵ ϮϲϰϭϮ͗ϬϬ ϳ ϱ ϭϮ ϰϯϲ ϮϰϬ ϲϳϲϮ͗ϭϱ ϭϭ ϱ ϭϲ ϱϭϳ ϭϴϭ ϲϵϴϮ͗ϯϬ ϭϯ ϰ ϭϳ ϰϱϯ Ϯϱϭ ϳϬϰϮ͗ϰϱϭϱ ϰϲ ϰ ϭϴ ϭϵ ϲϰ ϱϰϳ ϭϵϱϯ Ϯϰϰ ϵϭϲ ϳϵϭ Ϯϴϲϵϯ͗ϬϬ ϭϮ ϲ ϭϴ ϱϭϬ Ϯϲϳ ϳϳϳϯ͗ϭϱ ϭϬ ϭϬ ϮϬ ϱϰϮ ϯϭϱ ϴϱϳϯ͗ϯϬ ϭϳ ϯ ϮϬ ϱϭϬ Ϯϳϰ ϳϴϰϯ͗ϰϱϮϳ ϲϲ ϭϬ Ϯϵ ϯϳ ϵϱ ϱϱϴ ϮϭϮϬ ϯϬϳ ϭϭϲϯ ϴϲϱ ϯϮϴϯϰ͗ϬϬ Ϯϭ ϲ Ϯϳ ϰϴϰ Ϯϵϭ ϳϳϱϰ͗ϭϱ ϯϰ ϭϭ ϰϱ ϰϵϮ Ϯϵϰ ϳϴϲϰ͗ϯϬ ϰϱ ϭϴ ϲϯ ϱϭϮ Ϯϱϭ ϳϲϯϰ͗ϰϱϱϱ ϭϱϱ Ϯϴ ϲϯ ϴϯ Ϯϭϴ ϱϮϮ ϮϬϭϬ Ϯϴϰ ϭϭϮϬ ϴϬϲ ϯϭϯϬϱ͗ϬϬ ϴϰ ϰϱ ϭϮϵ ϰϵϰ ϯϬϬ ϳϵϰϱ͗ϭϱ ϭϬϲ ϱϯ ϭϱϵ ϰϵϳ ϯϬϰ ϴϬϭϱ͗ϯϬ ϭϳϯ ϱϰ ϮϮϳ ϱϯϭ Ϯϵϯ ϴϮϰϱ͗ϰϱϮϯϳ ϲϬϬ ϵϭ Ϯϰϯ ϯϮϴ ϴϰϯ ϱϭϲ ϮϬϯϴ Ϯϳϵ ϭϭϳϲ ϳϵϱ ϯϮϭϰϲ͗ϬϬ Ϯϲϱ ϵϭ ϯϱϲ ϱϭϭ ϮϮϱ ϳϯϲϲ͗ϭϱ ϯϯϰ ϭϬϭ ϰϯϱ ϱϭϰ Ϯϭϴ ϳϯϮϲ͗ϯϬ ϯϳϰ ϭϰϴ ϱϮϮ ϰϬϴ ϭϳϲ ϱϴϰϲ͗ϰϱϯϳϵ ϭϯϱϮ ϮϭϬ ϱϱϬ ϱϴϵ ϭϵϬϮ ϯϴϲ ϭϴϭϵ ϮϬϲ ϴϮϱ ϱϵϮ Ϯϲϰϰϳ͗ϬϬ ϰϲϬ ϮϬϮ ϲϲϮ ϯϴϳ ϭϯϳ ϱϮϰϳ͗ϭϱ ϰϳϮ Ϯϱϳ ϳϮϵ ϯϮϲ ϭϯϱ ϰϲϭϳ͗ϯϬ ϱϯϳ Ϯϵϵ ϴϯϲ Ϯϴϯ ϭϭϰ ϯϵϳϳ͗ϰϱϰϵϳ ϭϵϲϲ Ϯϰϯ ϭϬϬϭ ϳϰϬ Ϯϵϲϳ Ϯϯϯ ϭϮϮϵ ϴϴ ϰϳϰ ϯϮϭ ϭϳϬϯϴ͗ϬϬ ϰϮϳ Ϯϭϵ ϲϰϲ ϮϰϬ ϭϭϲ ϯϱϲϴ͗ϭϱ ϰϬϱ Ϯϯϭ ϲϯϲ Ϯϭϵ ϵϰ ϯϭϯϴ͗ϯϬ ϯϴϱ ϭϴϵ ϱϳϰ ϭϵϲ ϵϮ Ϯϴϴϴ͗ϰϱϯϮϳ ϭϱϰϰ ϮϮϰ ϴϲϯ ϱϱϭ ϮϰϬϳ ϮϰϮ ϴϵϳ ϴϭ ϯϴϯ ϯϮϯ ϭϮϴϬϵ͗ϬϬ ϯϱϲ ϮϭϮ ϱϲϴ Ϯϯϯ ϵϮ ϯϮϱϵ͗ϭϱ ϯϲϴ ϮϮϬ ϱϴϴ ϮϬϭ ϲϴ Ϯϲϵϵ͗ϯϬ ϯϲϵ Ϯϭϭ ϱϴϬ ϭϲϲ ϳϮ Ϯϯϴϵ͗ϰϱϯϱϱ ϭϰϰϴ ϭϴϯ ϴϮϲ ϱϯϴ ϮϮϳϰ ϭϰϳ ϳϰϳ ϱϮ Ϯϴϰ ϭϵϵ ϭϬϯϭϭϬ͗ϬϬ ϯϱϯ ϮϭϬ ϱϲϯ ϭϮϲ ϲϲ ϭϵϮϭϬ͗ϭϱ ϯϮϴ ϭϵϰ ϱϮϮ ϴϭ ϯϮ ϭϭϯϭϬ͗ϯϬ ϯϮϭ ϮϬϱ ϱϮϲ ϵϮ ϰϰ ϭϯϲϭϬ͗ϰϱϯϭϰ ϭϯϭϲ Ϯϯϭ ϴϰϬ ϱϰϱ Ϯϭϱϲ ϳϵ ϯϳϴ Ϯϰ ϭϲϲ ϭϬϯ ϱϰϰϭϭ͗ϬϬ ϯϭϳ Ϯϭϱ ϱϯϮ ϰϳ Ϯϯ ϳϬϭϭ͗ϭϱ ϯϱϳ ϮϮϲ ϱϴϯ ϯϮ Ϯϲ ϱϴϭϭ͗ϯϬ ϯϱϳ ϮϱϮ ϲϬϵ ϰϰ Ϯϱ ϲϵϭϭ͗ϰϱϰϮϰ ϭϰϱϱ Ϯϲϲ ϵϱϵ ϲϵϬ Ϯϰϭϰ ϯϲ ϭϱϵ ϭϵ ϵϯ ϱϱ ϮϱϮdKd>^ϭϬϭϮϭϱϰϱϱϭϱϱϳϲϭϲϲϯϱϴϱϲϰϮϱϭϵϵ^W>/dйϲϱ͘Ϭй ϯϱ͘Ϭйϯϴ͘Ϯйϲϲ͘Ϭй ϯϰ͘Ϭйϲϭ͘ϴйE ^ tϬϬϮϲ͕ϳϱϲϭϰ͕ϬϭϵDWĞĂŬ,ŽƵƌϳ͗ϬϬ ϭϭ͗ϰϱϳ͗ϬϬϭϱ͗ϬϬ ϭϱ͗ϭϱϭϱ͗ϬϬDWŬsŽůƵŵĞϭϵϲϲ ϭϬϮϳϮϵϲϳϮϭϮϬ ϭϭϴϳϯϮϴϯWŬ,ƌ&ĂĐƚŽƌϬ͘ϵϭϱ Ϭ͘ϵϬϳϬ͘ϴϴϳϬ͘ϵϱϬ Ϭ͘ϵϰϮϬ͘ϵϰϵϳͲϵsŽůƵŵĞϬϬϯϱϭϬ ϭϴϲϰϱϯϳϰϬϬϰϬϰϴ ϮϮϵϲϲϯϰϰϳͲϵWĞĂŬ,ŽƵƌϳ͗ϬϬ ϳ͗ϭϱϳ͗ϬϬϭϲ͗ϰϱ ϭϲ͗ϰϱϭϲ͗ϰϱϳͲϵWŬsŽůƵŵĞϬ Ϭϭϵϲϲ ϭϬϭϴϮϵϲϳϬ ϬϮϬϰϰ ϭϭϴϭϯϮϮϱWŬ,ƌ&ĂĐƚŽƌϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϭϱ Ϭ͘ϴϱϭϬ͘ϴϴϳϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϲϮ Ϭ͘ϵϳϭϬ͘ϵϳϴsK>hD WƌĞƉĂƌĞĚďLJE^ͬdϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϭͬϳͬϮϬϭϳϭϰ͗ϰϱϭϱ͗ϬϬ/>zdKd>^WDWĞƌŝŽĚϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱdƵĞƐĚĂLJϭϳ͗ϯϬϭϳ͗ϰϱϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱĞƚ͘/ͲϱEZĂŵƉƐΘ/Ͳϱ^ZĂŵƉƐΘKƌƚĞŐĂ,ǁLJϮϭ͗ϯϬϮϭ͗ϰϱϮϮ͗ϬϬdŽƚĂůϰϬ͕ϳϳϱϭϵ͗ϯϬϭϵ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱ/>zdKd>^ϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬdKd>Ϯϯ͗ϰϱdKd>^dŽƚĂůϰϬ͕ϳϳϱ/>z dKd>^Ϯϭ͗ϬϬϮϭ͗ϭϱϮϬ͗ϯϬϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞ^W>/dйdKd>WŬ,ƌ&ĂĐƚŽƌWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϮϬ͗ϰϱĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϲͺϬϬϮE ^ tϬϬϭϳ͕ϲϬϰϭϵ͕ϮϰϱDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬ Ϯϲ ϭϰ ϰϬ Ϯϵϴ ϯϮϲ ϲϮϰϬ͗ϭϱ Ϯϴ ϭϴ ϰϲ ϯϬϵ ϯϭϰ ϲϮϯϬ͗ϯϬ ϵ ϭϯ ϮϮ Ϯϳϲ ϯϱϮ ϲϮϴϬ͗ϰϱϭϯ ϳϲ ϲ ϱϭ ϭϵ ϭϮϳ ϯϰϱ ϭϮϮϴ ϯϯϭ ϭϯϮϯ ϲϳϲ Ϯϱϱϭϭ͗ϬϬ ϭϭ ϭϬ Ϯϭ ϯϱϱ Ϯϴϵ ϲϰϰϭ͗ϭϱ ϭϬ ϭϯ Ϯϯ ϯϬϵ Ϯϴϲ ϱϵϱϭ͗ϯϬ ϴ ϭϭ ϭϵ ϯϬϱ ϮϴϬ ϱϴϱϭ͗ϰϱϭϬ ϯϵ ϰ ϯϴ ϭϰ ϳϳ ϯϭϴ ϭϮϴϳ ϯϱϬ ϭϮϬϱ ϲϲϴ ϮϰϵϮϮ͗ϬϬ ϲ ϲ ϭϮ Ϯϵϴ ϯϭϬ ϲϬϴϮ͗ϭϱ ϰ ϲ ϭϬ ϯϰϮ Ϯϴϰ ϲϮϲϮ͗ϯϬ ϲ ϱ ϭϭ ϯϬϱ ϯϰϬ ϲϰϱϮ͗ϰϱϭϭ Ϯϳ ϵ Ϯϲ ϮϬ ϱϯ ϯϮϳ ϭϮϳϮ ϯϲϰ ϭϮϵϴ ϲϵϭ ϮϱϳϬϯ͗ϬϬ ϳ ϭϰ Ϯϭ ϯϭϯ ϯϱϴ ϲϳϭϯ͗ϭϱ ϱ ϲ ϭϭ ϯϭϭ ϰϭϬ ϳϮϭϯ͗ϯϬ ϴ ϳ ϭϱ ϯϭϲ ϯϰϮ ϲϱϴϯ͗ϰϱϭϱ ϯϱ ϭϬ ϯϳ Ϯϱ ϳϮ ϯϯϲ ϭϮϳϲ ϰϭϱ ϭϱϮϱ ϳϱϭ ϮϴϬϭϰ͗ϬϬ ϭϯ ϭϬ Ϯϯ ϯϬϰ ϯϰϯ ϲϰϳϰ͗ϭϱ ϮϬ ϭϮ ϯϮ ϮϲϬ ϯϲϭ ϲϮϭϰ͗ϯϬ Ϯϵ ϭϳ ϰϲ Ϯϵϲ ϯϮϳ ϲϮϯϰ͗ϰϱϯϲ ϵϴ Ϯϲ ϲϱ ϲϮ ϭϲϯ ϯϬϲ ϭϭϲϲ ϯϲϬ ϭϯϵϭ ϲϲϲ Ϯϱϱϳϱ͗ϬϬ ϲϬ ϱϬ ϭϭϬ ϯϭϯ ϯϲϱ ϲϳϴϱ͗ϭϱ ϲϴ ϱϴ ϭϮϲ Ϯϵϵ ϯϴϴ ϲϴϳϱ͗ϯϬ ϵϭ ϲϲ ϭϱϳ ϯϬϲ ϰϬϵ ϳϭϱϱ͗ϰϱϭϭϳ ϯϯϲ ϭϭϮ Ϯϴϲ ϮϮϵ ϲϮϮ ϯϯϭ ϭϮϰϵ ϰϮϭ ϭϱϴϯ ϳϱϮ ϮϴϯϮϲ͗ϬϬ ϭϮϱ ϭϭϬ Ϯϯϱ ϯϬϴ ϯϯϬ ϲϯϴϲ͗ϭϱ ϭϳϴ ϭϱϬ ϯϮϴ ϯϬϭ ϯϭϲ ϲϭϳϲ͗ϯϬ ϭϵϴ ϭϴϴ ϯϴϲ Ϯϱϳ Ϯϳϲ ϱϯϯϲ͗ϰϱϮϭϯ ϳϭϰ Ϯϴϯ ϳϯϭ ϰϵϲ ϭϰϰϱ ϮϰϬ ϭϭϬϲ ϯϬϱ ϭϮϮϳ ϱϰϱ Ϯϯϯϯϳ͗ϬϬ Ϯϳϳ ϯϬϯ ϱϴϬ Ϯϯϰ ϮϮϰ ϰϱϴϳ͗ϭϱ Ϯϰϲ ϯϵϴ ϲϰϰ Ϯϭϳ Ϯϭϱ ϰϯϮϳ͗ϯϬ ϯϱϰ ϰϱϮ ϴϬϲ ϭϴϲ ϭϳϯ ϯϱϵϳ͗ϰϱϯϱϭ ϭϮϮϴ ϯϱϯ ϭϱϬϲ ϳϬϰ Ϯϳϯϰ ϭϱϵ ϳϵϲ ϭϱϬ ϳϲϮ ϯϬϵ ϭϱϱϴϴ͗ϬϬ ϯϮϱ ϯϮϭ ϲϰϲ ϭϴϴ ϭϱϲ ϯϰϰϴ͗ϭϱ Ϯϲϳ ϯϯϬ ϱϵϳ ϭϱϱ ϭϯϳ ϮϵϮϴ͗ϯϬ ϮϰϬ Ϯϵϲ ϱϯϲ ϭϯϯ ϭϮϳ ϮϲϬϴ͗ϰϱϮϬϴ ϭϬϰϬ ϯϱϱ ϭϯϬϮ ϱϲϯ ϮϯϰϮ ϭϴϵ ϲϲϱ ϭϯϮ ϱϱϮ ϯϮϭ ϭϮϭϳϵ͗ϬϬ Ϯϯϯ Ϯϴϰ ϱϭϳ ϭϴϴ ϭϭϲ ϯϬϰϵ͗ϭϱ Ϯϲϲ Ϯϵϰ ϱϲϬ ϭϮϳ ϭϬϱ ϮϯϮϵ͗ϯϬ Ϯϱϳ Ϯϴϲ ϱϰϯ ϭϮϲ ϭϭϲ ϮϰϮϵ͗ϰϱϮϰϴ ϭϬϬϰ Ϯϵϱ ϭϭϱϵ ϱϰϯ Ϯϭϲϯ ϭϬϬ ϱϰϭ ϵϮ ϰϮϵ ϭϵϮ ϵϳϬϭϬ͗ϬϬ Ϯϳϭ ϮϳϬ ϱϰϭ ϲϬ ϴϴ ϭϰϴϭϬ͗ϭϱ ϮϳϬ Ϯϳϯ ϱϰϯ ϰϳ ϱϲ ϭϬϯϭϬ͗ϯϬ Ϯϯϯ Ϯϳϯ ϱϬϲ ϱϳ ϱϱ ϭϭϮϭϬ͗ϰϱϮϯϰ ϭϬϬϴ Ϯϵϳ ϭϭϭϯ ϱϯϭ ϮϭϮϭ ϰϰ ϮϬϴ ϱϲ Ϯϱϱ ϭϬϬ ϰϲϯϭϭ͗ϬϬ ϮϮϲ Ϯϴϴ ϱϭϰ Ϯϲ ϰϯ ϲϵϭϭ͗ϭϱ Ϯϳϲ Ϯϴϲ ϱϲϮ ϮϬ ϯϭ ϱϭϭϭ͗ϯϬ ϮϴϬ ϯϬϮ ϱϴϮ ϭϳ ϰϬ ϱϳϭϭ͗ϰϱϯϰϬ ϭϭϮϮ ϯϲϮ ϭϮϯϴ ϳϬϮ ϮϯϲϬ ϮϬ ϴϯ Ϯϵ ϭϰϯ ϰϵ ϮϮϲdKd>^ϲϳϮϳ ϳϱϱϮϭϰϮϳϵϭϬϴϳϳ ϭϭϲϵϯϮϮϱϳϬ^W>/dйϰϳ͘ϭй ϱϮ͘ϵйϯϴ͘ϴйϰϴ͘Ϯй ϱϭ͘ϴйϲϭ͘ϮйE ^ tϬϬϭϳ͕ϲϬϰϭϵ͕ϮϰϱDWĞĂŬ,ŽƵƌϳ͗ϯϬ ϳ͗ϭϱϳ͗ϭϱϭϮ͗ϰϱ ϭϳ͗ϬϬϭϳ͗ϬϬDWŬsŽůƵŵĞϭϮϵϳ ϭϱϮϰϮϴϬϬϭϯϭϰ ϭϱϴϯϮϴϯϮWŬ,ƌ&ĂĐƚŽƌϬ͘ϵϭϲ Ϭ͘ϴϰϯϬ͘ϴϲϴϬ͘ϵϮϱ Ϭ͘ϵϰϬϬ͘ϵϰϭϳͲϵsŽůƵŵĞϬϬϮϮϲϴ ϮϴϬϴϱϬϳϲϬϬϮϰϭϱ ϮϵϳϰϱϯϴϵϳͲϵWĞĂŬ,ŽƵƌϳ͗ϯϬ ϳ͗ϭϱϳ͗ϭϱϭϳ͗ϬϬ ϭϳ͗ϬϬϭϳ͗ϬϬϳͲϵWŬsŽůƵŵĞϬ ϬϭϮϵϳ ϭϱϮϰϮϴϬϬϬ ϬϭϮϰϵ ϭϱϴϯϮϴϯϮWŬ,ƌ&ĂĐƚŽƌϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϭϲ Ϭ͘ϴϰϯϬ͘ϴϲϴϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϰϯ Ϭ͘ϵϰϬϬ͘ϵϰϭϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞ^W>/dйdKd>WŬ,ƌ&ĂĐƚŽƌWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϮϬ͗ϰϱdKd>Ϯϯ͗ϰϱdKd>^dŽƚĂůϯϲ͕ϴϰϵ/>z dKd>^Ϯϭ͗ϬϬϮϭ͗ϭϱϮϬ͗ϯϬ/>zdKd>^ϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬĞƚ͘/Ͳϱ^ZĂŵƉƐΘĞůKďŝƐƉŽ^ƚΘKƌƚĞŐĂ,ǁLJϮϭ͗ϯϬϮϭ͗ϰϱϮϮ͗ϬϬdŽƚĂůϯϲ͕ϴϰϵϭϵ͗ϯϬϭϵ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱdƵĞƐĚĂLJϭϳ͗ϯϬϭϳ͗ϰϱϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϭͬϳͬϮϬϭϳϭϰ͗ϰϱϭϱ͗ϬϬ/>zdKd>^WDWĞƌŝŽĚsK>hD WƌĞƉĂƌĞĚďLJE^ͬdϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬ ĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϬϯE ^ tϬϬϱ͕ϱϬϮϲ͕ϭϵϵDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϬ Ϭ ϭϭ ϴ ϭϵ Ϭ Ϭ ϴϰ ϭϬϭ ϭϴϱϬ͗ϭϱϬ Ϭ ϭϯ ϱ ϭϴ Ϭ Ϭ ϴϰ ϴϵ ϭϳϯϬ͗ϯϬϬ Ϭ ϱ ϱ ϭϬ Ϭ Ϭ ϵϰ ϭϭϰ ϮϬϴϬ͗ϰϱϬ Ϭ ϱ ϯϰ ϰ ϮϮ ϵ ϱϲ Ϭ Ϭ ϵϰ ϯϱϲ ϭϭϯ ϰϭϳ ϮϬϳ ϳϳϯϭ͗ϬϬϬ Ϭ ϯ ϰ ϳ Ϭ Ϭ ϭϭϵ ϭϬϬ Ϯϭϵϭ͗ϭϱϬ Ϭ Ϯ Ϯ ϰ Ϭ Ϭ ϭϬϯ ϵϳ ϮϬϬϭ͗ϯϬϬ Ϭ ϯ Ϯ ϱ Ϭ Ϭ ϭϬϬ ϴϴ ϭϴϴϭ͗ϰϱϬ Ϭ ϯ ϭϭ Ϯ ϭϬ ϱ Ϯϭ Ϭ Ϭ ϵϴ ϰϮϬ ϭϬϬ ϯϴϱ ϭϵϴ ϴϬϱϮ͗ϬϬϬ Ϭ ϯ ϭ ϰ Ϭ Ϭ ϭϬϮ ϴϵ ϭϵϭϮ͗ϭϱϬ Ϭ ϭ Ϯ ϯ Ϭ Ϭ ϭϮϬ ϴϵ ϮϬϵϮ͗ϯϬϬϬϮϭϯ Ϭ Ϭϵϰ ϭϬϵϮϬϯϮ͗ϰϱϬ Ϭ Ϯ ϴ Ϯ ϲ ϰ ϭϰ Ϭ Ϭ ϵϳ ϰϭϯ ϭϯϵ ϰϮϲ Ϯϯϲ ϴϯϵϯ͗ϬϬϬ Ϭ Ϯ ϭ ϯ Ϭ Ϭ ϭϮϵ ϭϭϲ Ϯϰϱϯ͗ϭϱϬϬϱϮϳ Ϭ Ϭϴϳ ϭϮϵϮϭϲϯ͗ϯϬϬϬϰϬϰ Ϭ Ϭϳϴ ϭϮϬϭϵϴϯ͗ϰϱϬ Ϭ ϱ ϭϲ Ϯ ϱ ϳ Ϯϭ Ϭ Ϭ ϴϰ ϯϳϴ ϭϰϯ ϱϬϴ ϮϮϳ ϴϴϲϰ͗ϬϬϬϬϯϮϱ Ϭ Ϭϵϲ ϭϭϵϮϭϱϰ͗ϭϱϬϬϱϯϴ Ϭ Ϭϴϵ ϭϯϯϮϮϮϰ͗ϯϬϬ Ϭ ϭϬ ϰ ϭϰ Ϭ Ϭ ϴϳ ϭϭϳ ϮϬϰϰ͗ϰϱϬ Ϭ ϭϬ Ϯϴ ϲ ϭϱ ϭϲ ϰϯ Ϭ Ϭ ϴϴ ϯϲϬ ϭϮϳ ϰϵϲ Ϯϭϱ ϴϱϲϱ͗ϬϬϬ Ϭ ϭϭ ϭϰ Ϯϱ Ϭ Ϭ ϭϬϮ ϭϰϰ Ϯϰϲϱ͗ϭϱϬ Ϭ ϮϬ ϭϳ ϯϳ Ϭ Ϭ ϵϯ ϭϯϲ ϮϮϵϱ͗ϯϬϬ Ϭ Ϯϲ ϭϱ ϰϭ Ϭ Ϭ ϵϬ ϭϱϴ Ϯϰϴϱ͗ϰϱϬ Ϭ ϯϬ ϴϳ Ϯϰ ϳϬ ϱϰ ϭϱϳ Ϭ Ϭ ϵϰ ϯϳϵ ϭϯϭ ϱϲϵ ϮϮϱ ϵϰϴϲ͗ϬϬϬ Ϭ Ϯϳ Ϯϳ ϱϰ Ϭ Ϭ ϵϬ ϭϭϮ ϮϬϮϲ͗ϭϱϬ Ϭ ϱϬ Ϯϵ ϳϵ Ϭ Ϭ ϲϬ ϭϭϭ ϭϳϭϲ͗ϯϬϬ Ϭ ϱϭ ϱϰ ϭϬϱ Ϭ Ϭ ϳϰ ϭϭϱ ϭϴϵϲ͗ϰϱϬ Ϭ ϱϵ ϭϴϳ ϴϱ ϭϵϱ ϭϰϰ ϯϴϮ Ϭ Ϭ ϲϲ ϮϵϬ ϭϭϱ ϰϱϯ ϭϴϭ ϳϰϯϳ͗ϬϬϬ Ϭ ϴϯ ϵϰ ϭϳϳ Ϭ Ϭ ϲϴ ϴϱ ϭϱϯϳ͗ϭϱϬ Ϭ ϴϳ ϭϭϴ ϮϬϱ Ϭ Ϭ ϳϴ ϳϱ ϭϱϯϳ͗ϯϬϬ Ϭ ϭϭϴ ϭϭϳ Ϯϯϱ Ϭ Ϭ ϱϭ ϰϲ ϵϳϳ͗ϰϱϬ Ϭ ϭϯϯ ϰϮϭ ϭϬϳ ϰϯϲ ϮϰϬ ϴϱϳ Ϭ Ϭ ϰϴ Ϯϰϱ ϰϮ Ϯϰϴ ϵϬ ϰϵϯϴ͗ϬϬϬ Ϭ ϭϬϬ ϭϬϱ ϮϬϱ Ϭ Ϭ ϲϭ ϰϰ ϭϬϱϴ͗ϭϱϬ Ϭ ϳϵ ϭϭϯ ϭϵϮ Ϭ Ϭ ϱϴ ϰϮ ϭϬϬϴ͗ϯϬϬ Ϭ ϳϭ ϭϬϮ ϭϳϯ Ϭ Ϭ ϴϰ ϯϲ ϭϮϬϴ͗ϰϱϬ Ϭ ϲϵ ϯϭϵ ϭϮϮ ϰϰϮ ϭϵϭ ϳϲϭ Ϭ Ϭ ϵϵ ϯϬϮ ϯϳ ϭϱϵ ϭϯϲ ϰϲϭϵ͗ϬϬϬ Ϭ ϳϳ ϵϳ ϭϳϰ Ϭ Ϭ ϳϯ ϯϱ ϭϬϴϵ͗ϭϱϬ Ϭ ϱϵ ϴϱ ϭϰϰ Ϭ Ϭ ϱϳ ϯϳ ϵϰϵ͗ϯϬϬ Ϭ ϱϵ ϵϰ ϭϱϯ Ϭ Ϭ ϲϮ ϯϱ ϵϳϵ͗ϰϱϬ Ϭ ϲϯ Ϯϱϴ ϵϲ ϯϳϮ ϭϱϵ ϲϯϬ Ϭ Ϭ ϰϮ Ϯϯϰ Ϯϱ ϭϯϮ ϲϳ ϯϲϲϭϬ͗ϬϬϬ Ϭ ϳϰ ϴϯ ϭϱϳ Ϭ Ϭ ϯϱ ϮϮ ϱϳϭϬ͗ϭϱϬ Ϭ ϲϰ ϳϬ ϭϯϰ Ϭ Ϭ Ϯϳ ϮϬ ϰϳϭϬ͗ϯϬϬ Ϭ ϲϵ ϳϱ ϭϰϰ Ϭ Ϭ Ϯϰ ϮϮ ϰϲϭϬ͗ϰϱϬ Ϭ ϲϯ ϮϳϬ ϴϲ ϯϭϰ ϭϰϵ ϱϴϰ Ϭ Ϭ ϮϬ ϭϬϲ ϭϳ ϴϭ ϯϳ ϭϴϳϭϭ͗ϬϬϬ Ϭ ϴϬ ϳϴ ϭϱϴ Ϭ Ϭ ϭϯ ϭϱ Ϯϴϭϭ͗ϭϱϬ Ϭ ϳϳ ϭϬϬ ϭϳϳ Ϭ Ϭ ϭϰ ϭϱ Ϯϵϭϭ͗ϯϬϬ Ϭ ϴϲ ϵϵ ϭϴϱ Ϭ Ϭ ϭϮ ϭϰ Ϯϲϭϭ͗ϰϱϬ Ϭ ϴϱ ϯϮϴ ϭϬϳ ϯϴϰ ϭϵϮ ϳϭϮ Ϭ Ϭ ϭϯ ϱϮ ϭϬ ϱϰ Ϯϯ ϭϬϲdKd>^ϭϵϲϳ ϮϮϳϭϰϮϯϴϯϱϯϱ ϯϵϮϴϳϰϲϯ^W>/dйϰϲ͘ϰй ϱϯ͘ϲйϯϲ͘Ϯйϰϳ͘ϰй ϱϮ͘ϲйϲϯ͘ϴйE ^ tϬϬϱ͕ϱϬϮϲ͕ϭϵϵDWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϭϱϳ͗ϭϱϭϰ͗ϭϱ ϭϳ͗ϬϬϭϳ͗ϬϬDWŬsŽůƵŵĞϰϯϴ ϰϰϳϴϴϱϰϰϬ ϱϲϵϵϰϴWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϮϯ Ϭ͘ϵϰϳϬ͘ϵϮϮϬ͘ϴϱϯ Ϭ͘ϵϬϬϬ͘ϵϱϲϳͲϵsŽůƵŵĞϬϬϳϰϬ ϴϳϴϭϲϭϴϬϬϳϯϵ ϭϬϲϱϭϴϬϰϳͲϵWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϭϱϳ͗ϭϱϭϳ͗ϬϬ ϭϳ͗ϬϬϭϳ͗ϬϬϳͲϵWŬsŽůƵŵĞϬ Ϭϰϯϴ ϰϰϳϴϴϱϬ Ϭϯϳϵ ϱϲϵϵϰϴWŬ,ƌ&ĂĐƚŽƌϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϴϮϯ Ϭ͘ϵϰϳϬ͘ϵϮϮϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϮϵ Ϭ͘ϵϬϬϬ͘ϵϱϲWƌĞƉĂƌĞĚďLJE^ͬdsK>hD KƌƚĞŐĂ,ǁLJĞƚ͘ĞůKďŝƐƉŽ^ƚΘ ůĂŵŝŶŽZĞĂůdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϭϭ͕ϳϬϭdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϭϭ͕ϳϬϭWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϬϰE ^ tϬϬϮ͕ϴϰϮϰ͕ϮϰϯDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϬ Ϭ ϴ ϳ ϭϱ Ϭ Ϭ ϯϵ ϳϭ ϭϭϬϬ͗ϭϱϬ Ϭ ϭϭ ϰ ϭϱ Ϭ Ϭ ϰϯ ϱϴ ϭϬϭϬ͗ϯϬϬ Ϭ Ϯ ϱ ϳ Ϭ Ϭ ϱϭ ϲϭ ϭϭϮϬ͗ϰϱϬ Ϭ Ϯ Ϯϯ ϰ ϮϬ ϲ ϰϯ Ϭ Ϭ ϰϲ ϭϳϵ ϴϴ Ϯϳϴ ϭϯϰ ϰϱϳϭ͗ϬϬϬ Ϭ ϰ ϱ ϵ Ϭ Ϭ ϱϲ ϳϯ ϭϮϵϭ͗ϭϱϬ Ϭ ϭ ϯ ϰ Ϭ Ϭ ϰϴ ϲϵ ϭϭϳϭ͗ϯϬϬ Ϭ Ϯ Ϯ ϰ Ϭ Ϭ ϰϳ ϱϵ ϭϬϲϭ͗ϰϱϬ Ϭ ϭ ϴ ϭ ϭϭ Ϯ ϭϵ Ϭ Ϭ ϱϭ ϮϬϮ ϲϳ Ϯϲϴ ϭϭϴ ϰϳϬϮ͗ϬϬϬϬϮϭϯ Ϭ Ϭϱϯ ϲϵ ϭϮϮϮ͗ϭϱϬϬϭϮϯ Ϭ Ϭϰϴ ϴϳ ϭϯϱϮ͗ϯϬϬϬϮϭϯ Ϭ Ϭϰϵ ϳϵ ϭϮϴϮ͗ϰϱϬ Ϭ Ϯ ϳ ϭ ϱ ϯ ϭϮ Ϭ Ϭ ϰϭ ϭϵϭ ϭϬϬ ϯϯϱ ϭϰϭ ϱϮϲϯ͗ϬϬϬϬϮϬϮ Ϭ Ϭϰϴ ϵϲ ϭϰϰϯ͗ϭϱϬϬϰϭϱ Ϭ Ϭϰϯ ϳϲ ϭϭϵϯ͗ϯϬϬϬϰϬϰ Ϭ Ϭϯϴ ϲϳ ϭϬϱϯ͗ϰϱϬ Ϭ ϰ ϭϰ ϭ Ϯ ϱ ϭϲ Ϭ Ϭ ϯϳ ϭϲϲ ϴϮ ϯϮϭ ϭϭϵ ϰϴϳϰ͗ϬϬϬϬϯϮϱ Ϭ Ϭϰϭ ϳϲ ϭϭϳϰ͗ϭϱϬϬϰϬϰ Ϭ ϬϰϮ ϴϰ ϭϮϲϰ͗ϯϬϬ Ϭ ϭϬ ϰ ϭϰ Ϭ Ϭ ϰϯ ϳϯ ϭϭϲϰ͗ϰϱϬ Ϭ ϵ Ϯϲ ϳ ϭϯ ϭϲ ϯϵ Ϭ Ϭ ϰϭ ϭϲϳ ϴϰ ϯϭϳ ϭϮϱ ϰϴϰϱ͗ϬϬϬ Ϭ ϵ ϭϭ ϮϬ Ϭ Ϭ ϱϯ ϴϴ ϭϰϭϱ͗ϭϱϬ Ϭ ϭϲ ϭϬ Ϯϲ Ϭ Ϭ ϰϭ ϭϬϭ ϭϰϮϱ͗ϯϬϬ Ϭ ϭϴ ϭϮ ϯϬ Ϭ Ϭ ϱϭ ϭϬϯ ϭϱϰϱ͗ϰϱϬ Ϭ Ϯϳ ϳϬ ϭϵ ϱϮ ϰϲ ϭϮϮ Ϭ Ϭ ϱϯ ϭϵϴ ϴϰ ϯϳϲ ϭϯϳ ϱϳϰϲ͗ϬϬϬ Ϭ ϭϳ ϭϲ ϯϯ Ϭ Ϭ ϱϬ ϲϳ ϭϭϳϲ͗ϭϱϬ Ϭ ϯϭ Ϯϰ ϱϱ Ϭ Ϭ ϯϱ ϳϮ ϭϬϳϲ͗ϯϬϬ Ϭ ϯϳ Ϯϱ ϲϮ Ϭ Ϭ ϰϬ ϳϬ ϭϭϬϲ͗ϰϱϬ Ϭ ϯϯ ϭϭϴ ϰϲ ϭϭϭ ϳϵ ϮϮϵ Ϭ Ϭ ϰϳ ϭϳϮ ϱϴ Ϯϲϳ ϭϬϱ ϰϯϵϳ͗ϬϬϬ Ϭ ϰϮ ϱϰ ϵϲ Ϭ Ϭ ϰϳ ϱϰ ϭϬϭϳ͗ϭϱϬ Ϭ ϰϯ ϳϰ ϭϭϳ Ϭ Ϭ ϰϮ ϰϳ ϴϵϳ͗ϯϬϬ Ϭ ϰϱ ϭϭϰ ϭϱϵ Ϭ Ϭ ϯϰ ϯϮ ϲϲϳ͗ϰϱϬ Ϭ ϰϱ ϭϳϱ ϭϬϳ ϯϰϵ ϭϱϮ ϱϮϰ Ϭ Ϭ ϯϰ ϭϱϳ ϯϰ ϭϲϳ ϲϴ ϯϮϰϴ͗ϬϬϬ Ϭ ϯϳ ϴϯ ϭϮϬ Ϭ Ϭ ϯϮ ϯϮ ϲϰϴ͗ϭϱϬ Ϭ ϯϳ ϳϳ ϭϭϰ Ϭ Ϭ ϯϲ ϯϭ ϲϳϴ͗ϯϬϬ Ϭ ϰϮ ϱϯ ϵϱ Ϭ Ϭ ϰϬ ϯϯ ϳϯϴ͗ϰϱϬ Ϭ ϰϮ ϭϱϴ ϲϲ Ϯϳϵ ϭϬϴ ϰϯϳ Ϭ Ϭ ϯϱ ϭϰϯ ϯϱ ϭϯϭ ϳϬ Ϯϳϰϵ͗ϬϬϬ Ϭ ϯϬ ϲϯ ϵϯ Ϭ Ϭ ϯϰ ϯϮ ϲϲϵ͗ϭϱϬ Ϭ ϯϮ ϱϲ ϴϴ Ϭ Ϭ ϯϲ Ϯϴ ϲϰϵ͗ϯϬϬ Ϭ ϯϬ ϱϰ ϴϰ Ϭ Ϭ ϰϮ Ϯϲ ϲϴϵ͗ϰϱϬ Ϭ ϯϮ ϭϮϰ ϲϳ ϮϰϬ ϵϵ ϯϲϰ Ϭ Ϭ Ϯϳ ϭϯϵ ϮϬ ϭϬϲ ϰϳ ϮϰϱϭϬ͗ϬϬϬ Ϭ ϯϳ ϱϴ ϵϱ Ϭ Ϭ ϭϴ ϭϵ ϯϳϭϬ͗ϭϱϬ Ϭ ϯϰ ϰϳ ϴϭ Ϭ Ϭ ϭϵ ϭϴ ϯϳϭϬ͗ϯϬϬ Ϭ ϯϰ ϰϱ ϳϵ Ϭ Ϭ ϮϬ ϮϬ ϰϬϭϬ͗ϰϱϬ Ϭ ϯϱ ϭϰϬ ϱϵ ϮϬϵ ϵϰ ϯϰϵ Ϭ Ϭ ϭϯ ϳϬ ϭϰ ϳϭ Ϯϳ ϭϰϭϭϭ͗ϬϬϬ Ϭ ϯϴ ϱϳ ϵϱ Ϭ Ϭ ϭϬ ϭϮ ϮϮϭϭ͗ϭϱϬ Ϭ ϯϯ ϳϭ ϭϬϰ Ϭ Ϭ ϭϮ ϭϰ Ϯϲϭϭ͗ϯϬϬ Ϭ ϰϯ ϲϱ ϭϬϴ Ϭ Ϭ ϴ ϭϮ ϮϬϭϭ͗ϰϱϬ Ϭ ϰϰ ϭϱϴ ϳϳ ϮϳϬ ϭϮϭ ϰϮϴ Ϭ Ϭ ϳ ϯϳ ϳ ϰϱ ϭϰ ϴϮdKd>^ϭϬϮϭ ϭϱϲϭϮϱϴϮϭϴϮϭ ϮϲϴϮϰϱϬϯ^W>/dйϯϵ͘ϱй ϲϬ͘ϱйϯϲ͘ϰйϰϬ͘ϰй ϱϵ͘ϲйϲϯ͘ϲйE ^ tϬϬϮ͕ϴϰϮϰ͕ϮϰϯDWĞĂŬ,ŽƵƌϭϭ͗ϰϱ ϳ͗ϯϬϳ͗ϭϱϭϯ͗ϬϬ ϭϲ͗ϰϱϭϳ͗ϬϬDWŬsŽůƵŵĞϭϳϳ ϯϴϭϱϰϴϮϬϮ ϯϳϲϱϳϰWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϲϴ Ϭ͘ϴϯϲϬ͘ϴϲϮϬ͘ϵϬϮ Ϭ͘ϵϭϯϬ͘ϵϯϮϳͲϵsŽůƵŵĞϬϬϯϯϯ ϲϮϴϵϲϭϬϬϯϲϱ ϲϵϯϭϬϱϴϳͲϵWĞĂŬ,ŽƵƌϳ͗ϬϬ ϳ͗ϯϬϳ͗ϭϱϭϳ͗ϬϬ ϭϲ͗ϰϱϭϳ͗ϬϬϳͲϵWŬsŽůƵŵĞϬ Ϭϭϳϱ ϯϴϭϱϰϴϬ Ϭϭϵϴ ϯϳϲϱϳϰWŬ,ƌ&ĂĐƚŽƌϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϳϮ Ϭ͘ϴϯϲϬ͘ϴϲϮϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϯϰ Ϭ͘ϵϭϯϬ͘ϵϯϮWƌĞƉĂƌĞĚďLJE^ͬdsK>hD KƌƚĞŐĂ,ǁLJĞƚ͘ ůĂŵŝŶŽZĞĂůΘĂŵŝŶŽĂƉŝƐƚƌĂŶŽdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϳ͕ϬϴϱdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϳ͕ϬϴϱWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱ ĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϬϱE ^ tϭϯ͕ϱϭϭ ϭϰ͕ϱϱϳϬϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϭϲ Ϯϭ Ϭ Ϭ ϯϳ Ϯϲϰ Ϯϱϯ Ϭ Ϭ ϱϭϳϬ͗ϭϱϵ ϭϵ Ϭ Ϭ Ϯϴ ϮϳϬ Ϯϲϳ Ϭ Ϭ ϱϯϳϬ͗ϯϬϳ ϭϮ Ϭ Ϭ ϭϵ Ϯϱϱ ϮϲϮ Ϭ Ϭ ϱϭϳϬ͗ϰϱϵ ϰϭ ϭϯ ϲϱ Ϭ Ϭ ϮϮ ϭϬϲ Ϯϲϵ ϭϬϱϴ Ϯϲϴ ϭϬϱϬ Ϭ Ϭ ϱϯϳ ϮϭϬϴϭ͗ϬϬϳ ϵ Ϭ Ϭ ϭϲ Ϯϰϱ Ϯϰϭ Ϭ Ϭ ϰϴϲϭ͗ϭϱϲ ϵ Ϭ Ϭ ϭϱ Ϯϯϴ Ϯϯϲ Ϭ Ϭ ϰϳϰϭ͗ϯϬϱ ϭϬ Ϭ Ϭ ϭϱ Ϯϯϱ ϮϮϴ Ϭ Ϭ ϰϲϯϭ͗ϰϱϴ Ϯϲ ϴ ϯϲ Ϭ Ϭ ϭϲ ϲϮ Ϯϯϭ ϵϰϵ Ϯϲϰ ϵϲϵ Ϭ Ϭ ϰϵϱ ϭϵϭϴϮ͗ϬϬϰ ϰ Ϭ Ϭ ϴ Ϯϯϴ Ϯϱϳ Ϭ Ϭ ϰϵϱϮ͗ϭϱϯ ϳ Ϭ Ϭ ϭϬ ϮϱϬ ϮϲϮ Ϭ Ϭ ϱϭϮϮ͗ϯϬϰ ϲ Ϭ Ϭ ϭϬ Ϯϲϰ Ϯϰϲ Ϭ Ϭ ϱϭϬϮ͗ϰϱϵ ϮϬ ϲ Ϯϯ Ϭ Ϭ ϭϱ ϰϯ Ϯϰϴ ϭϬϬϬ Ϯϱϳ ϭϬϮϮ Ϭ Ϭ ϱϬϱ ϮϬϮϮϯ͗ϬϬϲ ϵ Ϭ Ϭ ϭϱ Ϯϰϳ ϮϵϮ Ϭ Ϭ ϱϯϵϯ͗ϭϱϰ ϲ Ϭ Ϭ ϭϬ Ϯϯϱ Ϯϳϴ Ϭ Ϭ ϱϭϯϯ͗ϯϬϲ ϳ Ϭ Ϭ ϭϯ ϮϱϬ Ϯϲϳ Ϭ Ϭ ϱϭϳϯ͗ϰϱϭϬ Ϯϲ ϴ ϯϬ Ϭ Ϭ ϭϴ ϱϲ Ϯϯϵ ϵϳϭ ϮϱϮ ϭϬϴϵ Ϭ Ϭ ϰϵϭ ϮϬϲϬϰ͗ϬϬϭϭ ϲ Ϭ Ϭ ϭϳ Ϯϯϵ Ϯϱϯ Ϭ Ϭ ϰϵϮϰ͗ϭϱϭϲ ϵ Ϭ Ϭ Ϯϱ Ϯϯϱ Ϯϰϯ Ϭ Ϭ ϰϳϴϰ͗ϯϬϮϮ ϭϱ Ϭ Ϭ ϯϳ Ϯϱϱ ϮϱϬ Ϭ Ϭ ϱϬϱϰ͗ϰϱϮϱ ϳϰ Ϯϱ ϱϱ Ϭ Ϭ ϱϬ ϭϮϵ Ϯϯϰ ϵϲϯ Ϯϱϭ ϵϵϳ Ϭ Ϭ ϰϴϱ ϭϵϲϬϱ͗ϬϬϰϲ ϯϲ Ϭ Ϭ ϴϮ ϮϲϬ Ϯϯϴ Ϭ Ϭ ϰϵϴϱ͗ϭϱϰϱ ϰϲ Ϭ Ϭ ϵϭ Ϯϯϲ Ϯϴϱ Ϭ Ϭ ϱϮϭϱ͗ϯϬϲϭ ϱϱ Ϭ Ϭ ϭϭϲ Ϯϭϳ Ϯϱϴ Ϭ Ϭ ϰϳϱϱ͗ϰϱϳϲ ϮϮϴ ϴϲ ϮϮϯ Ϭ Ϭ ϭϲϮ ϰϱϭ ϮϬϳ ϵϮϬ Ϯϳϭ ϭϬϱϮ Ϭ Ϭ ϰϳϴ ϭϵϳϮϲ͗ϬϬϭϬϱ ϵϲ Ϭ Ϭ ϮϬϭ Ϯϰϰ Ϯϯϴ Ϭ Ϭ ϰϴϮϲ͗ϭϱϭϮϱ ϭϭϱ Ϭ Ϭ ϮϰϬ ϮϬϵ ϮϮϯ Ϭ Ϭ ϰϯϮϲ͗ϯϬϭϱϯ ϭϯϭ Ϭ Ϭ Ϯϴϰ ϭϵϰ ϮϭϬ Ϭ Ϭ ϰϬϰϲ͗ϰϱϭϲϮ ϱϰϱ ϭϴϵ ϱϯϭ Ϭ Ϭ ϯϱϭ ϭϬϳϲ ϭϲϵ ϴϭϲ Ϯϭϭ ϴϴϮ Ϭ Ϭ ϯϴϬ ϭϲϵϴϳ͗ϬϬϭϴϱ ϮϬϴ Ϭ Ϭ ϯϵϯ ϭϲϰ ϭϵϯ Ϭ Ϭ ϯϱϳϳ͗ϭϱϭϵϲ Ϯϰϵ Ϭ Ϭ ϰϰϱ ϭϱϲ ϭϲϴ Ϭ Ϭ ϯϮϰϳ͗ϯϬϮϱϰ ϮϲϬ Ϭ Ϭ ϱϭϰ ϭϰϱ ϭϱϮ Ϭ Ϭ Ϯϵϳϳ͗ϰϱϮϭϰ ϴϰϵ Ϯϳϯ ϵϵϬ Ϭ Ϭ ϰϴϳ ϭϴϯϵ ϭϮϵ ϱϵϰ ϭϯϳ ϲϱϬ Ϭ Ϭ Ϯϲϲ ϭϮϰϰϴ͗ϬϬϮϯϲ Ϯϱϰ Ϭ Ϭ ϰϵϬ ϭϭϵ ϭϯϮ Ϭ Ϭ Ϯϱϭϴ͗ϭϱϮϬϴ Ϯϯϴ Ϭ Ϭ ϰϰϲ ϭϭϯ ϭϭϲ Ϭ Ϭ ϮϮϵϴ͗ϯϬϮϮϱ ϮϬϴ Ϭ Ϭ ϰϯϯ ϭϬϮ ϭϭϵ Ϭ Ϭ ϮϮϭϴ͗ϰϱϭϵϬ ϴϱϵ ϮϱϬ ϵϱϬ Ϭ Ϭ ϰϰϬ ϭϴϬϵ ϵϬ ϰϮϰ ϭϭϲ ϰϴϯ Ϭ Ϭ ϮϬϲ ϵϬϳϵ͗ϬϬϮϬϲ Ϯϭϱ Ϭ Ϭ ϰϮϭ ϭϯϬ ϭϬϱ Ϭ Ϭ Ϯϯϱϵ͗ϭϱϭϵϲ Ϯϭϯ Ϭ Ϭ ϰϬϵ ϴϴ ϵϰ Ϭ Ϭ ϭϴϮϵ͗ϯϬϮϭϰ ϮϬϵ Ϭ Ϭ ϰϮϯ ϳϳ ϭϬϮ Ϭ Ϭ ϭϳϵϵ͗ϰϱϮϬϭ ϴϭϳ ϮϮϲ ϴϲϯ Ϭ Ϭ ϰϮϳ ϭϲϴϬ ϲϭ ϯϱϲ ϳϵ ϯϴϬ Ϭ Ϭ ϭϰϬ ϳϯϲϭϬ͗ϬϬϮϬϰ Ϯϭϲ Ϭ Ϭ ϰϮϬ ϱϱ ϳϲ Ϭ Ϭ ϭϯϭϭϬ͗ϭϱϮϭϭ Ϯϭϯ Ϭ Ϭ ϰϮϰ ϰϰ ϲϰ Ϭ Ϭ ϭϬϴϭϬ͗ϯϬϭϴϵ Ϯϭϰ Ϭ Ϭ ϰϬϯ ϯϵ ϱϯ Ϭ Ϭ ϵϮϭϬ͗ϰϱϭϵϲ ϴϬϬ ϮϯϮ ϴϳϱ Ϭ Ϭ ϰϮϴ ϭϲϳϱ ϯϬ ϭϲϴ ϰϱ Ϯϯϴ Ϭ Ϭ ϳϱ ϰϬϲϭϭ͗ϬϬϮϬϭ ϮϮϵ Ϭ Ϭ ϰϯϬ Ϯϯ ϯϰ Ϭ Ϭ ϱϳϭϭ͗ϭϱϮϯϭ ϮϰϬ Ϭ Ϭ ϰϳϭ Ϯϱ ϯϰ Ϭ Ϭ ϱϵϭϭ͗ϯϬϮϰϰ Ϯϰϰ Ϭ Ϭ ϰϴϴ ϭϰ Ϯϰ Ϭ Ϭ ϯϴϭϭ͗ϰϱϮϱϳ ϵϯϯ ϮϳϬ ϵϴϯ Ϭ Ϭ ϱϮϳ ϭϵϭϲ ϭϮ ϳϰ Ϯϵ ϭϮϭ Ϭ Ϭ ϰϭ ϭϵϱdKd>^ϱϮϭϴ ϱϲϮϰϭϬϴϰϮϴϮϵϯ ϴϵϯϯϭϳϮϮϲ^W>/dйϰϴ͘ϭй ϱϭ͘ϵйϯϴ͘ϲйϰϴ͘ϭй ϱϭ͘ϵйϲϭ͘ϰйE ^ tϭϯ͕ϱϭϭ ϭϰ͕ϱϱϳϬϬDWĞĂŬ,ŽƵƌϭϭ͗ϰϱ ϭϭ͗ϰϱϭϭ͗ϰϱϭϮ͗ϬϬ ϭϰ͗ϰϱϭϮ͗ϬϬDWŬsŽůƵŵĞϭϬϰϲ ϭϬϱϮϮϬϵϴϭϬϱϴ ϭϬϵϰϮϭϬϴWŬ,ƌ&ĂĐƚŽƌϬ͘ϵϲϵ Ϭ͘ϵϳϰϬ͘ϵϳϳϬ͘ϵϴϬ Ϭ͘ϵϯϳϬ͘ϵϴϭϳͲϵsŽůƵŵĞϭϳϬϴ ϭϵϰϬϬϬϯϲϰϴϭϴϴϯ ϮϬϰϵϬϬϯϵϯϮϳͲϵWĞĂŬ,ŽƵƌϳ͗ϯϬ ϳ͗ϭϱϳ͗ϯϬϭϲ͗ϯϬ ϭϳ͗ϬϬϭϲ͗ϯϬϳͲϵWŬsŽůƵŵĞϵϭϮ ϭϬϯϲϬ Ϭϭϵϯϳϵϴϱ ϭϬϱϮϬ ϬϮϬϬϵWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϵϴ Ϭ͘ϵϰϵϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϰϮϬ͘ϵϰϳ Ϭ͘ϵϮϯϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϲϰWƌĞƉĂƌĞĚďLJE^ͬdsK>hD ĞůKďŝƐƉŽ^ƚĞƚ͘KƌƚĞŐĂ,ǁLJΘĂŵŝŶŽĂƉŝƐƚƌĂŶŽdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϮϴ͕ϬϲϴdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϮϴ͕ϬϲϴWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϬϲE ^ tϬϬϭϲ͕ϭϯϲϭϳ͕ϮϬϳDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϬ Ϭ ϭϭ Ϯϱ ϯϲ Ϭ Ϭ Ϯϴϭ Ϯϴϭ ϱϲϮϬ͗ϭϱϬ Ϭ ϳ ϭϵ Ϯϲ Ϭ Ϭ ϮϳϮ ϮϳϮ ϱϰϰϬ͗ϯϬϬ Ϭ ϳ ϭϰ Ϯϭ Ϭ Ϭ Ϯϲϭ Ϯϲϵ ϱϯϬϬ͗ϰϱϬ Ϭ ϭϬ ϯϱ ϭϮ ϳϬ ϮϮ ϭϬϱ Ϭ Ϭ Ϯϳϯ ϭϬϴϳ Ϯϴϳ ϭϭϬϵ ϱϲϬ Ϯϭϵϲϭ͗ϬϬϬ Ϭ ϭϬ ϭϬ ϮϬ Ϭ Ϭ Ϯϲϵ ϮϴϮ ϱϱϭϭ͗ϭϱϬ Ϭ ϴ ϵ ϭϳ Ϭ Ϭ ϮϱϮ Ϯϲϲ ϱϭϴϭ͗ϯϬϬ Ϭ ϳ ϳ ϭϰ Ϭ Ϭ ϮϱϬ Ϯϳϴ ϱϮϴϭ͗ϰϱϬ Ϭ ϵ ϯϰ ϴ ϯϰ ϭϳ ϲϴ Ϭ Ϭ Ϯϱϰ ϭϬϮϱ Ϯϳϳ ϭϭϬϯ ϱϯϭ ϮϭϮϴϮ͗ϬϬϬ Ϭ ϰ ϲ ϭϬ Ϭ Ϭ Ϯϯϵ ϮϵϬ ϱϮϵϮ͗ϭϱϬ Ϭ ϰ ϲ ϭϬ Ϭ Ϭ ϯϬϲ ϯϯϲ ϲϰϮϮ͗ϯϬϬ Ϭ ϱ ϰ ϵ Ϭ Ϭ ϯϭϬ ϯϯϰ ϲϰϰϮ͗ϰϱϬ Ϭ ϴ Ϯϭ ϱ Ϯϭ ϭϯ ϰϮ Ϭ Ϭ ϯϬϲ ϭϭϲϭ ϯϯϳ ϭϮϵϳ ϲϰϯ Ϯϰϱϴϯ͗ϬϬϬ Ϭ ϱ ϲ ϭϭ Ϭ Ϭ ϯϭϴ ϯϲϵ ϲϴϳϯ͗ϭϱϬ Ϭ ϳ ϰ ϭϭ Ϭ Ϭ Ϯϵϰ ϰϬϲ ϳϬϬϯ͗ϯϬϬ Ϭ ϭϮ ϰ ϭϲ Ϭ Ϭ ϯϯϱ ϯϯϰ ϲϲϵϯ͗ϰϱϬ Ϭ ϭϱ ϯϵ ϲ ϮϬ Ϯϭ ϱϵ Ϭ Ϭ ϯϯϳ ϭϮϴϰ ϯϭϵ ϭϰϮϴ ϲϱϲ ϮϳϭϮϰ͗ϬϬϬ Ϭ ϭϯ ϰ ϭϳ Ϭ Ϭ ϯϯϬ ϯϮϰ ϲϱϰϰ͗ϭϱϬ Ϭ ϮϮ ϱ Ϯϳ Ϭ Ϭ Ϯϴϯ ϯϭϱ ϱϵϴϰ͗ϯϬϬ Ϭ Ϯϵ ϭϬ ϯϵ Ϭ Ϭ ϯϭϱ ϯϰϯ ϲϱϴϰ͗ϰϱϬ Ϭ ϯϳ ϭϬϭ ϭϳ ϯϲ ϱϰ ϭϯϳ Ϭ Ϭ Ϯϵϱ ϭϮϮϯ ϯϬϱ ϭϮϴϳ ϲϬϬ ϮϱϭϬϱ͗ϬϬϬ Ϭ ϱϯ Ϯϰ ϳϳ Ϭ Ϭ ϯϮϵ ϯϭϮ ϲϰϭϱ͗ϭϱϬ Ϭ ϲϵ Ϯϴ ϵϳ Ϭ Ϭ Ϯϵϵ ϯϲϵ ϲϲϴϱ͗ϯϬϬ Ϭ ϳϵ ϰϭ ϭϮϬ Ϭ Ϭ ϯϭϭ ϯϱϬ ϲϲϭϱ͗ϰϱϬ Ϭ ϭϬϮ ϯϬϯ ϲϭ ϭϱϰ ϭϲϯ ϰϱϳ Ϭ Ϭ Ϯϳϲ ϭϮϭϱ ϯϯϱ ϭϯϲϲ ϲϭϭ Ϯϱϴϭϲ͗ϬϬϬ Ϭ ϭϮϱ ϴϮ ϮϬϳ Ϭ Ϭ ϮϰϬ ϮϵϮ ϱϯϮϲ͗ϭϱϬ Ϭ ϭϰϰ ϴϴ ϮϯϮ Ϭ Ϭ Ϯϭϱ Ϯϴϯ ϰϵϴϲ͗ϯϬϬ Ϭ ϭϵϯ ϭϰϲ ϯϯϵ Ϭ Ϭ Ϯϭϱ Ϯϳϴ ϰϵϯϲ͗ϰϱϬ Ϭ ϮϮϱ ϲϴϳ Ϯϭϯ ϱϮϵ ϰϯϴ ϭϮϭϲ Ϭ Ϭ ϭϵϯ ϴϲϯ Ϯϲϱ ϭϭϭϴ ϰϱϴ ϭϵϴϭϳ͗ϬϬϬ Ϭ ϮϱϮ Ϯϲϵ ϱϮϭ Ϭ Ϭ ϭϳϳ ϮϭϬ ϯϴϳϳ͗ϭϱϬ Ϭ Ϯϵϱ ϯϭϭ ϲϬϲ Ϭ Ϭ ϭϱϱ Ϯϭϳ ϯϳϮϳ͗ϯϬϬ Ϭ ϯϱϰ ϯϲϬ ϳϭϰ Ϭ Ϭ ϭϰϲ ϭϴϭ ϯϮϳϳ͗ϰϱϬ Ϭ ϯϰϲ ϭϮϰϳ ϯϰϱ ϭϮϴϱ ϲϵϭ ϮϱϯϮ Ϭ Ϭ ϭϰϰ ϲϮϮ ϭϳϮ ϳϴϬ ϯϭϲ ϭϰϬϮϴ͗ϬϬϬ Ϭ ϯϬϱ ϮϵϮ ϱϵϳ Ϭ Ϭ ϭϮϬ ϭϳϲ Ϯϵϲϴ͗ϭϱϬ Ϭ Ϯϲϱ Ϯϵϯ ϱϱϴ Ϭ Ϭ ϭϮϯ ϭϱϭ Ϯϳϰϴ͗ϯϬϬ Ϭ Ϯϵϯ Ϯϰϭ ϱϯϰ Ϭ Ϭ ϭϬϴ ϭϰϲ Ϯϱϰϴ͗ϰϱϬ Ϭ ϮϴϬ ϭϭϰϯ Ϯϱϴ ϭϬϴϰ ϱϯϴ ϮϮϮϳ Ϭ Ϭ ϭϬϬ ϰϱϭ ϭϱϲ ϲϮϵ Ϯϱϲ ϭϬϴϬϵ͗ϬϬϬ Ϭ Ϯϰϲ Ϯϰϭ ϰϴϳ Ϭ Ϭ ϭϯϵ ϭϱϬ Ϯϴϵϵ͗ϭϱϬ Ϭ ϮϯϮ Ϯϯϳ ϰϲϵ Ϭ Ϭ ϵϱ ϭϯϱ ϮϯϬϵ͗ϯϬϬ Ϭ Ϯϱϴ ϮϮϳ ϰϴϱ Ϭ Ϭ ϳϭ ϭϮϬ ϭϵϭϵ͗ϰϱϬ Ϭ Ϯϰϭ ϵϳϳ Ϯϭϲ ϵϮϭ ϰϱϳ ϭϴϵϴ Ϭ Ϭ ϱϵ ϯϲϰ ϭϬϰ ϱϬϵ ϭϲϯ ϴϳϯϭϬ͗ϬϬϬ Ϭ ϮϯϮ Ϯϭϴ ϰϱϬ Ϭ Ϭ ϲϭ ϵϬ ϭϱϭϭϬ͗ϭϱϬ Ϭ Ϯϱϳ Ϯϯϰ ϰϵϭ Ϭ Ϭ ϰϵ ϴϲ ϭϯϱϭϬ͗ϯϬϬ Ϭ ϮϯϬ Ϯϯϲ ϰϲϲ Ϭ Ϭ ϯϵ ϳϬ ϭϬϵϭϬ͗ϰϱϬ Ϭ ϮϮϴ ϵϰϳ Ϯϯϱ ϵϮϯ ϰϲϯ ϭϴϳϬ Ϭ Ϭ ϯϲ ϭϴϱ ϲϯ ϯϬϵ ϵϵ ϰϵϰϭϭ͗ϬϬϬ Ϭ Ϯϰϲ ϮϮϲ ϰϳϮ Ϭ Ϭ Ϯϵ ϱϭ ϴϬϭϭ͗ϭϱϬ Ϭ Ϯϰϴ Ϯϱϰ ϱϬϮ Ϭ Ϭ Ϯϲ ϰϱ ϳϭϭϭ͗ϯϬϬ Ϭ Ϯϲϭ Ϯϳϲ ϱϯϳ Ϭ Ϭ ϭϵ Ϯϵ ϰϴϭϭ͗ϰϱϬ Ϭ Ϯϳϴ ϭϬϯϯ ϮϵϬ ϭϬϰϲ ϱϲϴ ϮϬϳϵ Ϭ Ϭ ϭϱ ϴϵ Ϯϰ ϭϰϵ ϯϵ ϮϯϴdKd>^ϲϱϲϳ ϲϭϮϯϭϮϲϵϬϵϱϲϵϭϭϬϴϰϮϬϲϱϯ^W>/dйϱϭ͘ϳй ϰϴ͘ϯйϯϴ͘ϭйϰϲ͘ϯй ϱϯ͘ϳйϲϭ͘ϵйE ^ tϬϬϭϲ͕ϭϯϲϭϳ͕ϮϬϳDWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϭϱϳ͗ϭϱϭϱ͗ϭϱ ϭϰ͗ϯϬϭϱ͗ϬϬDWŬsŽůƵŵĞϭϯϬϬ ϭϯϬϴϮϲϬϴϭϮϵϲ ϭϰϰϲϮϳϭϮWŬ,ƌ&ĂĐƚŽƌϬ͘ϵϭϴ Ϭ͘ϵϬϴϬ͘ϵϭϯϬ͘ϵϲϭ Ϭ͘ϴϵϬϬ͘ϵϲϵϳͲϵsŽůƵŵĞϬϬϮϯϵϬ ϮϯϲϵϰϳϱϵϬϬϮϰϯϴ ϮϲϱϯϱϬϵϭϳͲϵWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϭϱϳ͗ϭϱϭϲ͗ϯϬ ϭϳ͗ϬϬϭϳ͗ϬϬϳͲϵWŬsŽůƵŵĞϬ ϬϭϯϬϬ ϭϯϬϴϮϲϬϴϬ ϬϭϮϯϴ ϭϯϲϲϮϱϴϭWŬ,ƌ&ĂĐƚŽƌϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϭϴ Ϭ͘ϵϬϴϬ͘ϵϭϯϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϰϭ Ϭ͘ϵϮϱϬ͘ϵϲϲWƌĞƉĂƌĞĚďLJE^ͬdsK>hD ĞůKďŝƐƉŽ^ƚĞƚ͘ĂŵŝŶŽĂƉŝƐƚƌĂŶŽΘWĂƐĞŽĚĞůĂŶƚŽdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϯϯ͕ϯϰϯdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϯϯ͕ϯϰϯWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱ ĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϬϳE ^ tϬϬϭϱ͕Ϯϲϲϭϲ͕ϭϳϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϬ Ϭ ϭϮ ϭϳ Ϯϵ Ϭ Ϭ Ϯϱϱ Ϯϰϲ ϱϬϭϬ͗ϭϱϬ Ϭ ϭϬ ϭϲ Ϯϲ Ϭ Ϭ ϮϮϴ Ϯϯϭ ϰϱϵϬ͗ϯϬϬ Ϭ ϭϬ ϭϳ Ϯϳ Ϭ Ϭ ϮϱϮ ϮϮϵ ϰϴϭϬ͗ϰϱϬ Ϭ ϵ ϰϭ ϭϭ ϲϭ ϮϬ ϭϬϮ Ϭ Ϭ Ϯϱϲ ϵϵϭ Ϯϳϴ ϵϴϰ ϱϯϰ ϭϵϳϱϭ͗ϬϬϬ Ϭ ϲ ϭϬ ϭϲ Ϭ Ϭ ϮϱϬ ϮϱϬ ϱϬϬϭ͗ϭϱϬ Ϭ ϱ ϴ ϭϯ Ϭ Ϭ Ϯϱϲ Ϯϰϴ ϱϬϰϭ͗ϯϬϬ Ϭ ϳ ϴ ϭϱ Ϭ Ϭ Ϯϯϱ Ϯϰϲ ϰϴϭϭ͗ϰϱϬ Ϭ ϵ Ϯϳ ϴ ϯϰ ϭϳ ϲϭ Ϭ Ϭ ϮϯϮ ϵϳϯ Ϯϰϵ ϵϵϯ ϰϴϭ ϭϵϲϲϮ͗ϬϬϬ Ϭ ϱ ϳ ϭϮ Ϭ Ϭ Ϯϱϰ ϮϱϬ ϱϬϰϮ͗ϭϱϬ Ϭ ϯ ϲ ϵ Ϭ Ϭ Ϯϳϲ ϯϭϯ ϱϴϵϮ͗ϯϬϬ Ϭ ϳ ϰ ϭϭ Ϭ Ϭ ϮϴϮ ϯϮϲ ϲϬϴϮ͗ϰϱϬ Ϭ ϳ ϮϮ ϰ Ϯϭ ϭϭ ϰϯ Ϭ Ϭ Ϯϵϱ ϭϭϬϳ ϯϬϴ ϭϭϵϳ ϲϬϯ ϮϯϬϰϯ͗ϬϬϬ Ϭ ϲ ϱ ϭϭ Ϭ Ϭ Ϯϴϰ ϯϳϭ ϲϱϱϯ͗ϭϱϬ Ϭ ϱ ϱ ϭϬ Ϭ Ϭ Ϯϴϱ ϯϴϳ ϲϳϮϯ͗ϯϬϬ Ϭ ϭϭ ϱ ϭϲ Ϭ Ϭ Ϯϵϰ ϯϰϮ ϲϯϲϯ͗ϰϱϬ Ϭ ϭϰ ϯϲ Ϯ ϭϳ ϭϲ ϱϯ Ϭ Ϭ ϯϮϲ ϭϭϴϵ ϯϬϰ ϭϰϬϰ ϲϯϬ Ϯϱϵϯϰ͗ϬϬϬ Ϭ ϭϰ ϰ ϭϴ Ϭ Ϭ ϮϳϮ Ϯϴϱ ϱϱϳϰ͗ϭϱϬ Ϭ ϮϬ ϰ Ϯϰ Ϭ Ϭ Ϯϱϯ ϯϮϲ ϱϳϵϰ͗ϯϬϬ Ϭ Ϯϵ ϭϯ ϰϮ Ϭ Ϭ ϮϵϮ ϯϰϯ ϲϯϱϰ͗ϰϱϬ Ϭ ϯϴ ϭϬϭ ϭϭ ϯϮ ϰϵ ϭϯϯ Ϭ Ϭ Ϯϯϰ ϭϬϱϭ Ϯϵϰ ϭϮϰϴ ϱϮϴ ϮϮϵϵϱ͗ϬϬϬ Ϭ ϱϭ ϭϰ ϲϱ Ϭ Ϭ Ϯϲϲ ϯϲϭ ϲϮϳϱ͗ϭϱϬ Ϭ ϲϰ ϭϵ ϴϯ Ϭ Ϭ Ϯϱϱ ϯϮϳ ϱϴϮϱ͗ϯϬϬ Ϭ ϴϳ ϯϯ ϭϮϬ Ϭ Ϭ ϮϰϮ ϯϲϳ ϲϬϵϱ͗ϰϱϬ Ϭ ϭϭϬ ϯϭϮ ϱϰ ϭϮϬ ϭϲϰ ϰϯϮ Ϭ Ϭ Ϯϱϱ ϭϬϭϴ ϯϯϮ ϭϯϴϳ ϱϴϳ ϮϰϬϱϲ͗ϬϬϬ Ϭ ϭϭϴ ϲϱ ϭϴϯ Ϭ Ϭ Ϯϭϲ Ϯϵϯ ϱϬϵϲ͗ϭϱϬ Ϭ ϭϱϰ ϵϬ Ϯϰϰ Ϭ Ϭ ϭϵϵ ϮϳϬ ϰϲϵϲ͗ϯϬϬ Ϭ ϭϳϵ ϭϭϵ Ϯϵϴ Ϭ Ϭ ϭϵϬ ϮϴϮ ϰϳϮϲ͗ϰϱϬ Ϭ ϮϭϮ ϲϲϯ ϭϳϲ ϰϱϬ ϯϴϴ ϭϭϭϯ Ϭ Ϭ ϭϴϭ ϳϴϲ Ϯϰϲ ϭϬϵϭ ϰϮϳ ϭϴϳϳϳ͗ϬϬϬ Ϭ Ϯϱϲ ϮϰϮ ϰϵϴ Ϭ Ϭ ϭϴϬ Ϯϭϲ ϯϵϲϳ͗ϭϱϬ Ϭ ϮϵϮ Ϯϵϵ ϱϵϭ Ϭ Ϭ ϭϱϲ Ϯϰϭ ϯϵϳϳ͗ϯϬϬ Ϭ ϯϱϴ ϯϲϯ ϳϮϭ Ϭ Ϭ ϭϯϮ ϭϴϯ ϯϭϱϳ͗ϰϱϬ Ϭ ϯϳϴ ϭϮϴϰ ϯϭϱ ϭϮϭϵ ϲϵϯ ϮϱϬϯ Ϭ Ϭ ϭϯϰ ϲϬϮ ϭϲϲ ϴϬϲ ϯϬϬ ϭϰϬϴϴ͗ϬϬϬ Ϭ Ϯϵϳ Ϯϱϱ ϱϱϮ Ϭ Ϭ ϭϮϳ ϭϳϭ Ϯϵϴϴ͗ϭϱϬ Ϭ Ϯϴϲ Ϯϲϯ ϱϰϵ Ϭ Ϭ ϭϮϯ ϭϴϬ ϯϬϯϴ͗ϯϬϬ Ϭ ϯϬϰ ϮϮϵ ϱϯϯ Ϭ Ϭ ϭϬϱ ϭϱϳ ϮϲϮϴ͗ϰϱϬ Ϭ Ϯϳϰ ϭϭϲϭ ϮϬϱ ϵϱϮ ϰϳϵ Ϯϭϭϯ Ϭ Ϭ ϵϯ ϰϰϴ ϭϳϮ ϲϴϬ Ϯϲϱ ϭϭϮϴϵ͗ϬϬϬ Ϭ Ϯϳϭ ϮϬϰ ϰϳϱ Ϭ Ϭ ϵϳ ϭϳϳ Ϯϳϰϵ͗ϭϱϬ Ϭ ϮϰϮ ϮϬϯ ϰϰϱ Ϭ Ϭ ϵϵ ϭϯϱ Ϯϯϰϵ͗ϯϬϬ Ϭ Ϯϰϳ ϮϬϬ ϰϰϳ Ϭ Ϭ ϳϰ ϭϭϱ ϭϴϵϵ͗ϰϱϬ Ϭ Ϯϯϵ ϵϵϵ ϭϳϵ ϳϴϲ ϰϭϴ ϭϳϴϱ Ϭ Ϭ ϲϰ ϯϯϰ ϭϬϳ ϱϯϰ ϭϳϭ ϴϲϴϭϬ͗ϬϬϬ Ϭ ϮϮϴ ϭϵϲ ϰϮϰ Ϭ Ϭ ϱϭ ϵϵ ϭϱϬϭϬ͗ϭϱϬ Ϭ ϮϬϳ ϭϵϱ ϰϬϮ Ϭ Ϭ ϰϴ ϴϮ ϭϯϬϭϬ͗ϯϬϬ Ϭ ϮϮϴ ϭϵϴ ϰϮϲ Ϭ Ϭ ϯϯ ϱϴ ϵϭϭϬ͗ϰϱϬ Ϭ Ϯϭϳ ϴϴϬ ϮϬϵ ϳϵϴ ϰϮϲ ϭϲϳϴ Ϭ Ϭ ϯϰ ϭϲϲ ϱϯ ϮϵϮ ϴϳ ϰϱϴϭϭ͗ϬϬϬ Ϭ ϮϮϰ ϭϵϭ ϰϭϱ Ϭ Ϭ Ϯϵ ϱϲ ϴϱϭϭ͗ϭϱϬ Ϭ Ϯϰϯ ϮϮϵ ϰϳϮ Ϭ Ϭ Ϯϰ ϰϲ ϳϬϭϭ͗ϯϬϬ Ϭ Ϯϱϭ Ϯϰϱ ϰϵϲ Ϭ Ϭ ϮϬ ϯϱ ϱϱϭϭ͗ϰϱϬ Ϭ Ϯϲϲ ϵϴϰ ϮϰϮ ϵϬϳ ϱϬϴ ϭϴϵϭ Ϭ Ϭ ϭϴ ϵϭ ϮϬ ϭϱϳ ϯϴ ϮϰϴdKd>^ϲϱϭϬ ϱϯϵϳϭϭϵϬϳϴϳϱϲϭϬϳϳϯϭϵϱϮϵ^W>/dйϱϰ͘ϳй ϰϱ͘ϯйϯϳ͘ϵйϰϰ͘ϴй ϱϱ͘ϮйϲϮ͘ϭйE ^ tϬϬϭϱ͕Ϯϲϲϭϲ͕ϭϳϬDWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϭϱϳ͗ϭϱϭϱ͗ϬϬ ϭϰ͗ϰϱϭϱ͗ϬϬDWŬsŽůƵŵĞϭϯϮϱ ϭϮϯϮϮϱϱϳϭϭϴϵ ϭϰϬϴϮϱϵϯWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϳϲ Ϭ͘ϴϰϴϬ͘ϴϴϳϬ͘ϵϭϮ Ϭ͘ϵϭϬϬ͘ϵϲϱϳͲϵsŽůƵŵĞϬϬϮϰϰϱ ϮϭϳϭϰϲϭϲϬϬϮϬϲϵ ϮϲϯϱϰϳϬϰϳͲϵWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϭϱϳ͗ϭϱϭϲ͗ϬϬ ϭϳ͗ϬϬϭϳ͗ϬϬϳͲϵWŬsŽůƵŵĞϬ ϬϭϯϮϱ ϭϮϯϮϮϱϱϳϬ ϬϭϬϱϭ ϭϯϴϳϮϰϬϱWŬ,ƌ&ĂĐƚŽƌϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϴϳϲ Ϭ͘ϴϰϴϬ͘ϴϴϳϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϬϬ Ϭ͘ϵϰϱϬ͘ϵϱϵWŬ,ƌ&ĂĐƚŽƌWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞdKd>^^W>/dй/>z dKd>^/>zdKd>^dŽƚĂůϯϭ͕ϰϯϲϮϮ͗ϯϬϮϮ͗ϰϱϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱϮϭ͗ϯϬϮϭ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱ/>zdKd>^dŽƚĂůϯϭ͕ϰϯϲdKd> WDWĞƌŝŽĚ dKd>WƌĞƉĂƌĞĚďLJE^ͬdsK>hD ĞůKďŝƐƉŽ^ƚĞƚ͘WĂƐĞŽĚĞůĂŶƚŽΘůŝƉĂnj^ƚƌĞĞƚdŚƵƌƐĚĂLJs Z' ϭϭͬϯϬͬϮϬϭϳĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϬϴE ^ tϳ͕ϱϰϮ ϴ͕ϴϳϱϬϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϴ ϭϬ Ϭ Ϭ ϭϴ ϭϱϯ ϭϰϳ Ϭ Ϭ ϯϬϬϬ͗ϭϱϯ ϭϭ Ϭ Ϭ ϭϰ ϭϮϱ ϭϮϵ Ϭ Ϭ ϮϱϰϬ͗ϯϬϲ ϱ Ϭ Ϭ ϭϭ ϭϮϬ ϭϮϯ Ϭ Ϭ ϮϰϯϬ͗ϰϱϯ ϮϬ ϳ ϯϯ Ϭ Ϭ ϭϬ ϱϯ ϭϯϬ ϱϮϴ ϭϰϵ ϱϰϴ Ϭ Ϭ Ϯϳϵ ϭϬϳϲϭ͗ϬϬϳ ϴ Ϭ Ϭ ϭϱ ϭϮϴ ϭϱϴ Ϭ Ϭ Ϯϴϲϭ͗ϭϱϰ ϰ Ϭ Ϭ ϴ ϭϭϳ ϭϯϴ Ϭ Ϭ Ϯϱϱϭ͗ϯϬϯ ϱ Ϭ Ϭ ϴ ϭϮϱ ϭϰϵ Ϭ Ϭ Ϯϳϰϭ͗ϰϱϰ ϭϴ ϰ Ϯϭ Ϭ Ϭ ϴ ϯϵ ϭϮϭ ϰϵϭ ϭϱϯ ϱϵϴ Ϭ Ϭ Ϯϳϰ ϭϬϴϵϮ͗ϬϬϯ ϰ Ϭ Ϭ ϳ ϭϰϮ ϭϲϬ Ϭ Ϭ ϯϬϮϮ͗ϭϱϭ ϰ Ϭ Ϭ ϱ ϭϱϮ ϭϲϴ Ϭ Ϭ ϯϮϬϮ͗ϯϬϮ ϲ Ϭ Ϭ ϴ ϭϱϮ ϭϳϵ Ϭ Ϭ ϯϯϭϮ͗ϰϱϯ ϵ ϰ ϭϴ Ϭ Ϭ ϳ Ϯϳ ϭϲϰ ϲϭϬ ϭϵϭ ϲϵϴ Ϭ Ϭ ϯϱϱ ϭϯϬϴϯ͗ϬϬϮ ϰ Ϭ Ϭ ϲ ϭϲϲ ϭϵϲ Ϭ Ϭ ϯϲϮϯ͗ϭϱϮ Ϯ Ϭ Ϭ ϰ ϭϯϯ ϭϴϰ Ϭ Ϭ ϯϭϳϯ͗ϯϬϰ Ϯ Ϭ Ϭ ϲ ϭϵϵ ϭϲϲ Ϭ Ϭ ϯϲϱϯ͗ϰϱϯ ϭϭ ϰ ϭϮ Ϭ Ϭ ϳ Ϯϯ ϭϰϲ ϲϰϰ ϭϱϵ ϳϬϱ Ϭ Ϭ ϯϬϱ ϭϯϰϵϰ͗ϬϬϰ Ϯ Ϭ Ϭ ϲ ϭϮϵ ϭϲϬ Ϭ Ϭ Ϯϴϵϰ͗ϭϱϵ ϯ Ϭ Ϭ ϭϮ ϭϯϮ ϭϯϰ Ϭ Ϭ Ϯϲϲϰ͗ϯϬϳ ϳ Ϭ Ϭ ϭϰ ϭϯϲ ϭϴϳ Ϭ Ϭ ϯϮϯϰ͗ϰϱϭϭ ϯϭ ϭϮ Ϯϰ Ϭ Ϭ Ϯϯ ϱϱ ϭϰϬ ϱϯϳ ϭϱϮ ϲϯϯ Ϭ Ϭ ϮϵϮ ϭϭϳϬϱ͗ϬϬϭϵ ϭϰ Ϭ Ϭ ϯϯ ϭϯϯ ϭϲϮ Ϭ Ϭ Ϯϵϱϱ͗ϭϱϮϯ ϭϱ Ϭ Ϭ ϯϴ ϭϯϯ ϭϲϱ Ϭ Ϭ Ϯϵϴϱ͗ϯϬϮϯ Ϯϯ Ϭ Ϭ ϰϲ ϭϯϱ ϭϳϳ Ϭ Ϭ ϯϭϮϱ͗ϰϱϮϴ ϵϯ ϯϮ ϴϰ Ϭ Ϭ ϲϬ ϭϳϳ ϭϭϬ ϱϭϭ ϭϲϴ ϲϳϮ Ϭ Ϭ Ϯϳϴ ϭϭϴϯϲ͗ϬϬϯϵ ϰϲ Ϭ Ϭ ϴϱ ϭϬϰ ϭϯϯ Ϭ Ϭ Ϯϯϳϲ͗ϭϱϰϯ ϲϮ Ϭ Ϭ ϭϬϱ ϵϴ ϭϯϵ Ϭ Ϭ Ϯϯϳϲ͗ϯϬϲϭ ϳϵ Ϭ Ϭ ϭϰϬ ϴϴ ϭϰϱ Ϭ Ϭ Ϯϯϯϲ͗ϰϱϵϰ Ϯϯϳ ϭϬϮ Ϯϴϵ Ϭ Ϭ ϭϵϲ ϱϮϲ ϴϵ ϯϳϵ ϭϯϲ ϱϱϯ Ϭ Ϭ ϮϮϱ ϵϯϮϳ͗ϬϬϵϳ ϭϮϰ Ϭ Ϭ ϮϮϭ ϳϵ ϭϭϬ Ϭ Ϭ ϭϴϵϳ͗ϭϱϭϲϬ ϭϮϮ Ϭ Ϭ ϮϴϮ ϲϳ ϭϬϳ Ϭ Ϭ ϭϳϰϳ͗ϯϬϭϴϵ ϮϬϬ Ϭ Ϭ ϯϴϵ ϲϮ ϵϰ Ϭ Ϭ ϭϱϲϳ͗ϰϱϭϳϴ ϲϮϰ Ϯϭϳ ϲϲϯ Ϭ Ϭ ϯϵϱ ϭϮϴϳ ϲϯ Ϯϳϭ ϴϳ ϯϵϴ Ϭ Ϭ ϭϱϬ ϲϲϵϴ͗ϬϬϭϯϬ ϭϴϮ Ϭ Ϭ ϯϭϮ ϱϳ ϵϬ Ϭ Ϭ ϭϰϳϴ͗ϭϱϭϱϮ ϭϰϳ Ϭ Ϭ Ϯϵϵ ϱϭ ϴϴ Ϭ Ϭ ϭϯϵϴ͗ϯϬϭϰϯ ϭϮϲ Ϭ Ϭ Ϯϲϵ ϰϳ ϳϵ Ϭ Ϭ ϭϮϲϴ͗ϰϱϭϮϴ ϱϱϯ ϭϰϬ ϱϵϱ Ϭ Ϭ Ϯϲϴ ϭϭϰϴ ϯϴ ϭϵϯ ϴϯ ϯϰϬ Ϭ Ϭ ϭϮϭ ϱϯϯϵ͗ϬϬϭϰϯ ϭϮϴ Ϭ Ϭ Ϯϳϭ ϱϰ ϵϱ Ϭ Ϭ ϭϰϵϵ͗ϭϱϭϮϯ ϭϭϯ Ϭ Ϭ Ϯϯϲ ϰϬ ϳϰ Ϭ Ϭ ϭϭϰϵ͗ϯϬϭϰϮ ϭϮϬ Ϭ Ϭ ϮϲϮ ϯϱ ϲϵ Ϭ Ϭ ϭϬϰϵ͗ϰϱϭϭϵ ϱϮϳ ϭϬϳ ϰϲϴ Ϭ Ϭ ϮϮϲ ϵϵϱ Ϯϲ ϭϱϱ ϱϳ Ϯϵϱ Ϭ Ϭ ϴϯ ϰϱϬϭϬ͗ϬϬϭϭϳ ϭϭϱ Ϭ Ϭ ϮϯϮ Ϯϳ ϯϵ Ϭ Ϭ ϲϲϭϬ͗ϭϱϭϮϬ ϭϮϰ Ϭ Ϭ Ϯϰϰ ϮϬ ϰϰ Ϭ Ϭ ϲϰϭϬ͗ϯϬϭϬϰ ϭϭϲ Ϭ Ϭ ϮϮϬ ϭϵ ϯϱ Ϭ Ϭ ϱϰϭϬ͗ϰϱϭϬϵ ϰϱϬ ϭϬϵ ϰϲϰ Ϭ Ϭ Ϯϭϴ ϵϭϰ ϭϴ ϴϰ ϯϬ ϭϰϴ Ϭ Ϭ ϰϴ ϮϯϮϭϭ͗ϬϬϭϭϵ ϭϮϯ Ϭ Ϭ ϮϰϮ ϮϬ Ϯϱ Ϭ Ϭ ϰϱϭϭ͗ϭϱϭϮϱ ϭϮϴ Ϭ Ϭ Ϯϱϯ ϭϮ ϭϴ Ϭ Ϭ ϯϬϭϭ͗ϯϬϭϰϬ ϭϰϲ Ϭ Ϭ Ϯϴϲ ϵ ϭϭ Ϭ Ϭ ϮϬϭϭ͗ϰϱϭϯϰ ϱϭϴ ϭϱϱ ϱϱϮ Ϭ Ϭ Ϯϴϵ ϭϬϳϬ ϳ ϰϴ ϭϬ ϲϰ Ϭ Ϭ ϭϳ ϭϭϮdKd>^ϯϬϵϭ ϯϮϮϯϲϯϭϰϰϰϱϭ ϱϲϱϮϭϬϭϬϯ^W>/dйϰϵ͘Ϭй ϱϭ͘Ϭйϯϴ͘ϱйϰϰ͘ϭй ϱϱ͘ϵйϲϭ͘ϱйE ^ tϳ͕ϱϰϮ ϴ͕ϴϳϱϬϬDWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϯϬϳ͗ϯϬϭϰ͗ϰϱ ϭϰ͗ϯϬϭϰ͗ϰϱDWŬsŽůƵŵĞϲϱϳ ϳϰϲϭϯϵϱϲϲϮ ϳϱϬϭϯϵϵWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϲϵ Ϭ͘ϴϱϵϬ͘ϴϴϯϬ͘ϴϯϮ Ϭ͘ϵϱϳϬ͘ϵϱϴϳͲϵsŽůƵŵĞϭϭϳϳ ϭϮϱϴϬϬϮϰϯϱϭϬϰϴ ϭϯϬϱϬϬϮϯϱϯϳͲϵWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϯϬϳ͗ϯϬϭϲ͗ϯϬ ϭϳ͗ϬϬϭϲ͗ϯϬϳͲϵWŬsŽůƵŵĞϲϱϳ ϳϰϲϬ ϬϭϯϵϱϱϰϮ ϲϳϮϬ ϬϭϮϬϴWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϲϵ Ϭ͘ϴϱϵϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϴϴϯϬ͘ϵϲϴ Ϭ͘ϵϰϵϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϯϱWƌĞƉĂƌĞĚďLJE^ͬdsK>hD ĞůKďŝƐƉŽ^ƚĞƚ͘ŐƵĂĐĂƚĞZĚΘĂůůĞƐƉĞƌŽdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϭϲ͕ϰϭϳdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϭϲ͕ϰϭϳWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱ ĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϬϵE ^ tϳ͕ϯϲϬ ϴ͕ϲϱϱϬϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϴ ϳ Ϭ Ϭ ϭϱ ϭϰϱ ϭϲϰ Ϭ Ϭ ϯϬϵϬ͗ϭϱϰ ϵ Ϭ Ϭ ϭϯ ϭϭϴ ϭϯϴ Ϭ Ϭ ϮϱϲϬ͗ϯϬϲ ϱ Ϭ Ϭ ϭϭ ϭϮϬ ϭϮϳ Ϭ Ϭ ϮϰϳϬ͗ϰϱϯ Ϯϭ ϲ Ϯϳ Ϭ Ϭ ϵ ϰϴ ϭϮϱ ϱϬϴ ϭϰϯ ϱϳϮ Ϭ Ϭ Ϯϲϴ ϭϬϴϬϭ͗ϬϬϳ ϳ Ϭ Ϭ ϭϰ ϭϭϰ ϭϱϯ Ϭ Ϭ Ϯϲϳϭ͗ϭϱϰ ϰ Ϭ Ϭ ϴ ϭϭϰ ϭϰϬ Ϭ Ϭ Ϯϱϰϭ͗ϯϬϮ ϰ Ϭ Ϭ ϲ ϭϭϳ ϭϰϳ Ϭ Ϭ Ϯϲϰϭ͗ϰϱϯ ϭϲ ϯ ϭϴ Ϭ Ϭ ϲ ϯϰ ϭϮϮ ϰϲϳ ϭϱϭ ϱϵϭ Ϭ Ϭ Ϯϳϯ ϭϬϱϴϮ͗ϬϬϮ ϯ Ϭ Ϭ ϱ ϭϯϲ ϭϱϰ Ϭ Ϭ ϮϵϬϮ͗ϭϱϮ ϰ Ϭ Ϭ ϲ ϭϱϰ ϭϲϱ Ϭ Ϭ ϯϭϵϮ͗ϯϬϳ ϯ Ϭ Ϭ ϭϬ ϭϱϲ ϭϲϴ Ϭ Ϭ ϯϮϰϮ͗ϰϱϯ ϭϰ ϯ ϭϯ Ϭ Ϭ ϲ Ϯϳ ϭϲϰ ϲϭϬ ϭϵϯ ϲϴϬ Ϭ Ϭ ϯϱϳ ϭϮϵϬϯ͗ϬϬϭ ϯ Ϭ Ϭ ϰ ϭϲϰ ϭϴϮ Ϭ Ϭ ϯϰϲϯ͗ϭϱϭ Ϯ Ϭ Ϭ ϯ ϭϯϭ ϭϴϳ Ϭ Ϭ ϯϭϴϯ͗ϯϬϮ Ϯ Ϭ Ϭ ϰ ϮϬϭ ϭϲϬ Ϭ Ϭ ϯϲϭϯ͗ϰϱϮ ϲ ϰ ϭϭ Ϭ Ϭ ϲ ϭϳ ϭϱϮ ϲϰϴ ϭϱϴ ϲϴϳ Ϭ Ϭ ϯϭϬ ϭϯϯϱϰ͗ϬϬϮ Ϯ Ϭ Ϭ ϰ ϭϮϵ ϭϱϬ Ϭ Ϭ Ϯϳϵϰ͗ϭϱϴ Ϯ Ϭ Ϭ ϭϬ ϭϰϭ ϭϯϰ Ϭ Ϭ Ϯϳϱϰ͗ϯϬϱ ϴ Ϭ Ϭ ϭϯ ϭϯϱ ϭϳϬ Ϭ Ϭ ϯϬϱϰ͗ϰϱϲ Ϯϭ ϭϮ Ϯϰ Ϭ Ϭ ϭϴ ϰϱ ϭϰϮ ϱϰϳ ϭϰϯ ϱϵϳ Ϭ Ϭ Ϯϴϱ ϭϭϰϰϱ͗ϬϬϭϯ ϭϲ Ϭ Ϭ Ϯϵ ϭϯϴ ϭϱϱ Ϭ Ϭ Ϯϵϯϱ͗ϭϱϭϱ ϭϲ Ϭ Ϭ ϯϭ ϭϰϱ ϭϱϵ Ϭ Ϭ ϯϬϰϱ͗ϯϬϭϳ Ϯϰ Ϭ Ϭ ϰϭ ϭϰϱ ϭϱϲ Ϭ Ϭ ϯϬϭϱ͗ϰϱϭϵ ϲϰ ϯϲ ϵϮ Ϭ Ϭ ϱϱ ϭϱϲ ϭϮϭ ϱϰϵ ϭϱϯ ϲϮϯ Ϭ Ϭ Ϯϳϰ ϭϭϳϮϲ͗ϬϬϮϭ ϰϵ Ϭ Ϭ ϳϬ ϭϭϬ ϭϮϭ Ϭ Ϭ Ϯϯϭϲ͗ϭϱϯϬ ϲϮ Ϭ Ϭ ϵϮ ϭϬϲ ϭϯϲ Ϭ Ϭ ϮϰϮϲ͗ϯϬϱϮ ϳϰ Ϭ Ϭ ϭϮϲ ϵϵ ϭϮϳ Ϭ Ϭ ϮϮϲϲ͗ϰϱϴϳ ϭϵϬ ϭϬϭ Ϯϴϲ Ϭ Ϭ ϭϴϴ ϰϳϲ ϭϬϬ ϰϭϱ ϭϭϯ ϰϵϳ Ϭ Ϭ Ϯϭϯ ϵϭϮϳ͗ϬϬϳϱ ϭϮϬ Ϭ Ϭ ϭϵϱ ϳϵ ϭϮϬ Ϭ Ϭ ϭϵϵϳ͗ϭϱϭϯϳ ϭϰϴ Ϭ Ϭ Ϯϴϱ ϲϲ ϵϰ Ϭ Ϭ ϭϲϬϳ͗ϯϬϭϳϴ ϮϭϬ Ϭ Ϭ ϯϴϴ ϲϱ ϴϰ Ϭ Ϭ ϭϰϵϳ͗ϰϱϭϲϴ ϱϱϴ Ϯϭϴ ϲϵϲ Ϭ Ϭ ϯϴϲ ϭϮϱϰ ϲϴ Ϯϳϴ ϴϯ ϯϴϭ Ϭ Ϭ ϭϱϭ ϲϱϵϴ͗ϬϬϭϬϳ ϭϴϲ Ϭ Ϭ Ϯϵϯ ϱϱ ϴϲ Ϭ Ϭ ϭϰϭϴ͗ϭϱϭϱϬ ϭϱϮ Ϭ Ϭ ϯϬϮ ϱϮ ϵϬ Ϭ Ϭ ϭϰϮϴ͗ϯϬϭϯϬ ϭϮϲ Ϭ Ϭ Ϯϱϲ ϰϵ ϳϭ Ϭ Ϭ ϭϮϬϴ͗ϰϱϭϰϴ ϱϯϱ ϭϯϵ ϲϬϯ Ϭ Ϭ Ϯϴϳ ϭϭϯϴ ϯϵ ϭϵϱ ϳϵ ϯϮϲ Ϭ Ϭ ϭϭϴ ϱϮϭϵ͗ϬϬϭϯϳ ϭϰϴ Ϭ Ϭ Ϯϴϱ ϰϯ ϵϳ Ϭ Ϭ ϭϰϬϵ͗ϭϱϭϬϱ ϭϬϯ Ϭ Ϭ ϮϬϴ ϯϵ ϳϭ Ϭ Ϭ ϭϭϬϵ͗ϯϬϭϯϰ ϭϮϮ Ϭ Ϭ Ϯϱϲ ϯϳ ϲϭ Ϭ Ϭ ϵϴϵ͗ϰϱϭϭϲ ϰϵϮ ϭϭϬ ϰϴϯ Ϭ Ϭ ϮϮϲ ϵϳϱ Ϯϵ ϭϰϴ ϱϭ ϮϴϬ Ϭ Ϭ ϴϬ ϰϮϴϭϬ͗ϬϬϭϭϭ ϭϬϴ Ϭ Ϭ Ϯϭϵ Ϯϳ ϯϳ Ϭ Ϭ ϲϰϭϬ͗ϭϱϭϭϭ ϭϭϱ Ϭ Ϭ ϮϮϲ Ϯϭ ϯϵ Ϭ Ϭ ϲϬϭϬ͗ϯϬϵϳ ϭϭϰ Ϭ Ϭ Ϯϭϭ ϮϬ ϯϬ Ϭ Ϭ ϱϬϭϬ͗ϰϱϭϬϯ ϰϮϮ ϭϭϴ ϰϱϱ Ϭ Ϭ ϮϮϭ ϴϳϳ ϭϴ ϴϲ Ϯϱ ϭϯϭ Ϭ Ϭ ϰϯ Ϯϭϳϭϭ͗ϬϬϭϭϰ ϭϮϲ Ϭ Ϭ ϮϰϬ ϭϵ ϭϵ Ϭ Ϭ ϯϴϭϭ͗ϭϱϭϬϴ ϭϯϬ Ϭ Ϭ Ϯϯϴ ϭϯ ϭϮ Ϭ Ϭ Ϯϱϭϭ͗ϯϬϭϯϳ ϭϯϳ Ϭ Ϭ Ϯϳϰ ϵ ϭϭ Ϭ Ϭ ϮϬϭϭ͗ϰϱϭϲϯ ϱϮϮ ϭϯϵ ϱϯϮ Ϭ Ϭ ϯϬϮ ϭϬϱϰ ϳ ϰϴ ϴ ϱϬ Ϭ Ϭ ϭϱ ϵϴdKd>^Ϯϴϲϭ ϯϮϰϬϲϭϬϭϰϰϵϵ ϱϰϭϱϵϵϭϰ^W>/dйϰϲ͘ϵй ϱϯ͘ϭйϯϴ͘ϭйϰϱ͘ϰй ϱϰ͘ϲйϲϭ͘ϵйE ^ tϳ͕ϯϲϬ ϴ͕ϲϱϱϬϬDWĞĂŬ,ŽƵƌϳ͗ϯϬ ϳ͗ϯϬϳ͗ϯϬϭϰ͗ϰϱ ϭϰ͗ϯϬϭϰ͗ϰϱDWŬsŽůƵŵĞϲϬϯ ϳϲϲϭϯϲϵϲϲϬ ϳϯϬϭϯϴϮWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϰϳ Ϭ͘ϴϳϴϬ͘ϴϴϮϬ͘ϴϮϭ Ϭ͘ϵϰϲϬ͘ϵϱϳϳͲϵsŽůƵŵĞϭϬϵϯ ϭϮϵϵϬϬϮϯϵϮϭϬϵϲ ϭϮϮϬϬϬϮϯϭϲϳͲϵWĞĂŬ,ŽƵƌϳ͗ϯϬ ϳ͗ϯϬϳ͗ϯϬϭϲ͗ϰϱ ϭϲ͗ϯϬϭϲ͗ϯϬϳͲϵWŬsŽůƵŵĞϲϬϯ ϳϲϲϬ ϬϭϯϲϵϱϳϬ ϲϮϳϬ ϬϭϭϴϳWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϰϳ Ϭ͘ϴϳϴϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϴϴϮϬ͘ϵϴϯ Ϭ͘ϵϮϮϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϳϯWƌĞƉĂƌĞĚďLJE^ͬdsK>hD ĞůKďŝƐƉŽ^ƚĞƚ͘ĂůůĞƐƉĞƌŽΘdŚĞWƌŽũĞĐƚǁLJdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϭϲ͕ϬϭϱdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϭϲ͕ϬϭϱWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϭϬE ^ tϳ͕Ϭϴϰ ϴ͕ϰϬϳϬϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϴ ϳ Ϭ Ϭ ϭϱ ϭϯϭ ϭϲϰ Ϭ Ϭ ϮϵϱϬ͗ϭϱϰ ϴ Ϭ Ϭ ϭϮ ϭϭϬ ϭϯϯ Ϭ Ϭ ϮϰϯϬ͗ϯϬϲ ϱ Ϭ Ϭ ϭϭ ϭϭϱ ϭϮϳ Ϭ Ϭ ϮϰϮϬ͗ϰϱϯ Ϯϭ ϲ Ϯϲ Ϭ Ϭ ϵ ϰϳ ϭϮϲ ϰϴϮ ϭϯϳ ϱϲϭ Ϭ Ϭ Ϯϲϯ ϭϬϰϯϭ͗ϬϬϳ ϲ Ϭ Ϭ ϭϯ ϭϬϵ ϭϰϴ Ϭ Ϭ Ϯϱϳϭ͗ϭϱϯ ϰ Ϭ Ϭ ϳ ϭϭϯ ϭϯϳ Ϭ Ϭ ϮϱϬϭ͗ϯϬϮ ϯ Ϭ Ϭ ϱ ϭϭϲ ϭϰϮ Ϭ Ϭ Ϯϱϴϭ͗ϰϱϯ ϭϱ ϯ ϭϲ Ϭ Ϭ ϲ ϯϭ ϭϭϱ ϰϱϯ ϭϰϵ ϱϳϲ Ϭ Ϭ Ϯϲϰ ϭϬϮϵϮ͗ϬϬϯ ϯ Ϭ Ϭ ϲ ϭϯϮ ϭϱϭ Ϭ Ϭ ϮϴϯϮ͗ϭϱϭ ϱ Ϭ Ϭ ϲ ϭϰϱ ϭϱϰ Ϭ Ϭ ϮϵϵϮ͗ϯϬϮ Ϯ Ϭ Ϭ ϰ ϭϱϮ ϭϱϮ Ϭ Ϭ ϯϬϰϮ͗ϰϱϯ ϵ ϯ ϭϯ Ϭ Ϭ ϲ ϮϮ ϭϱϰ ϱϴϯ ϭϵϯ ϲϱϬ Ϭ Ϭ ϯϰϳ ϭϮϯϯϯ͗ϬϬϭ ϯ Ϭ Ϭ ϰ ϭϯϳ ϭϴϴ Ϭ Ϭ ϯϮϱϯ͗ϭϱϭ Ϯ Ϭ Ϭ ϯ ϭϮϬ ϭϴϱ Ϭ Ϭ ϯϬϱϯ͗ϯϬϮ Ϯ Ϭ Ϭ ϰ ϭϴϰ ϭϲϭ Ϭ Ϭ ϯϰϱϯ͗ϰϱϮ ϲ ϰ ϭϭ Ϭ Ϭ ϲ ϭϳ ϭϰϮ ϱϴϯ ϭϱϱ ϲϴϵ Ϭ Ϭ Ϯϵϳ ϭϮϳϮϰ͗ϬϬϮ Ϯ Ϭ Ϭ ϰ ϭϮϭ ϭϱϬ Ϭ Ϭ Ϯϳϭϰ͗ϭϱϴ Ϯ Ϭ Ϭ ϭϬ ϭϯϭ ϭϯϵ Ϭ Ϭ ϮϳϬϰ͗ϯϬϱ ϴ Ϭ Ϭ ϭϯ ϭϯϬ ϭϲϴ Ϭ Ϭ Ϯϵϴϰ͗ϰϱϳ ϮϮ ϭϮ Ϯϰ Ϭ Ϭ ϭϵ ϰϲ ϭϯϴ ϱϮϬ ϭϰϳ ϲϬϰ Ϭ Ϭ Ϯϴϱ ϭϭϮϰϱ͗ϬϬϭϯ ϭϱ Ϭ Ϭ Ϯϴ ϭϯϮ ϭϱϳ Ϭ Ϭ Ϯϴϵϱ͗ϭϱϭϱ ϭϱ Ϭ Ϭ ϯϬ ϭϰϱ ϭϲϬ Ϭ Ϭ ϯϬϱϱ͗ϯϬϭϳ ϮϮ Ϭ Ϭ ϯϵ ϭϰϰ ϭϱϮ Ϭ Ϭ Ϯϵϲϱ͗ϰϱϭϵ ϲϰ ϯϲ ϴϴ Ϭ Ϭ ϱϱ ϭϱϮ ϭϮϰ ϱϰϱ ϭϱϯ ϲϮϮ Ϭ Ϭ Ϯϳϳ ϭϭϲϳϲ͗ϬϬϮϭ ϰϮ Ϭ Ϭ ϲϯ ϭϭϭ ϭϮϮ Ϭ Ϭ Ϯϯϯϲ͗ϭϱϯϭ ϱϰ Ϭ Ϭ ϴϱ ϭϭϴ ϭϯϱ Ϭ Ϭ Ϯϱϯϲ͗ϯϬϱϯ ϲϬ Ϭ Ϭ ϭϭϯ ϭϬϮ ϭϮϱ Ϭ Ϭ ϮϮϳϲ͗ϰϱϴϲ ϭϵϭ ϴϮ Ϯϯϴ Ϭ Ϭ ϭϲϴ ϰϮϵ ϭϬϬ ϰϯϭ ϭϬϱ ϰϴϳ Ϭ Ϭ ϮϬϱ ϵϭϴϳ͗ϬϬϳϰ ϭϬϱ Ϭ Ϭ ϭϳϵ ϴϬ ϭϭϴ Ϭ Ϭ ϭϵϴϳ͗ϭϱϭϯϮ ϭϰϲ Ϭ Ϭ Ϯϳϴ ϲϯ ϵϲ Ϭ Ϭ ϭϱϵϳ͗ϯϬϭϳϲ ϭϵϮ Ϭ Ϭ ϯϲϴ ϲϯ ϴϯ Ϭ Ϭ ϭϰϲϳ͗ϰϱϭϲϴ ϱϱϬ ϮϭϮ ϲϱϱ Ϭ Ϭ ϯϴϬ ϭϮϬϱ ϳϭ Ϯϳϳ ϴϭ ϯϳϴ Ϭ Ϭ ϭϱϮ ϲϱϱϴ͗ϬϬϭϭϬ ϭϳϮ Ϭ Ϭ ϮϴϮ ϱϭ ϵϯ Ϭ Ϭ ϭϰϰϴ͗ϭϱϭϱϭ ϭϯϱ Ϭ Ϭ Ϯϴϲ ϰϴ ϵϱ Ϭ Ϭ ϭϰϯϴ͗ϯϬϭϭϳ ϭϮϮ Ϭ Ϭ Ϯϯϵ ϰϱ ϳϱ Ϭ Ϭ ϭϮϬϴ͗ϰϱϭϰϲ ϱϮϰ ϭϮϳ ϱϱϲ Ϭ Ϭ Ϯϳϯ ϭϬϴϬ ϯϴ ϭϴϮ ϴϳ ϯϱϬ Ϭ Ϭ ϭϮϱ ϱϯϮϵ͗ϬϬϭϯϭ ϭϰϭ Ϭ Ϭ ϮϳϮ ϰϬ ϵϲ Ϭ Ϭ ϭϯϲϵ͗ϭϱϭϬϯ ϭϬϭ Ϭ Ϭ ϮϬϰ ϯϴ ϳϬ Ϭ Ϭ ϭϬϴϵ͗ϯϬϭϯϯ ϭϭϲ Ϭ Ϭ Ϯϰϵ ϯϲ ϲϬ Ϭ Ϭ ϵϲϵ͗ϰϱϭϬϵ ϰϳϲ ϭϬϱ ϰϲϯ Ϭ Ϭ Ϯϭϰ ϵϯϵ Ϯϴ ϭϰϮ ϰϵ Ϯϳϱ Ϭ Ϭ ϳϳ ϰϭϳϭϬ͗ϬϬϭϬϱ ϭϬϯ Ϭ Ϭ ϮϬϴ Ϯϱ ϯϲ Ϭ Ϭ ϲϭϭϬ͗ϭϱϭϬϲ ϭϬϱ Ϭ Ϭ Ϯϭϭ ϮϬ ϯϳ Ϭ Ϭ ϱϳϭϬ͗ϯϬϵϭ ϭϬϳ Ϭ Ϭ ϭϵϴ ϮϬ ϯϭ Ϭ Ϭ ϱϭϭϬ͗ϰϱϵϵ ϰϬϭ ϭϭϭ ϰϮϲ Ϭ Ϭ ϮϭϬ ϴϮϳ ϭϵ ϴϰ Ϯϱ ϭϮϵ Ϭ Ϭ ϰϰ Ϯϭϯϭϭ͗ϬϬϭϬϵ ϭϭϴ Ϭ Ϭ ϮϮϳ ϭϴ ϭϵ Ϭ Ϭ ϯϳϭϭ͗ϭϱϵϵ ϭϯϬ Ϭ Ϭ ϮϮϵ ϭϯ ϭϯ Ϭ Ϭ Ϯϲϭϭ͗ϯϬϭϮϬ ϭϯϱ Ϭ Ϭ Ϯϱϱ ϴ ϭϭ Ϭ Ϭ ϭϵϭϭ͗ϰϱϭϰϵ ϰϳϳ ϭϯϲ ϱϭϵ Ϭ Ϭ Ϯϴϱ ϵϵϲ ϳ ϰϲ ϴ ϱϭ Ϭ Ϭ ϭϱ ϵϳdKd>^Ϯϳϱϲ ϯϬϯϱϱϳϵϭϰϯϮϴ ϱϯϳϮϵϳϬϬ^W>/dйϰϳ͘ϲй ϱϮ͘ϰйϯϳ͘ϰйϰϰ͘ϲй ϱϱ͘ϰйϲϮ͘ϲйE ^ tϳ͕Ϭϴϰ ϴ͕ϰϬϳϬϬDWĞĂŬ,ŽƵƌϳ͗ϯϬ ϳ͗ϭϱϳ͗ϯϬϭϰ͗ϰϱ ϭϰ͗ϰϱϭϰ͗ϰϱDWŬsŽůƵŵĞϲϬϱ ϳϮϮϭϯϭϲϱϵϱ ϳϮϳϭϯϮϮWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϱϵ Ϭ͘ϴϱϭϬ͘ϴϲϲϬ͘ϴϬϴ Ϭ͘ϵϰϮϬ͘ϵϱϮϳͲϵsŽůƵŵĞϭϬϳϰ ϭϮϭϭϬϬϮϮϴϱϭϬϲϱ ϭϮϮϲϬϬϮϮϵϭϳͲϵWĞĂŬ,ŽƵƌϳ͗ϯϬ ϳ͗ϭϱϳ͗ϯϬϭϲ͗ϰϱ ϭϲ͗ϯϬϭϲ͗ϯϬϳͲϵWŬsŽůƵŵĞϲϬϱ ϳϮϮϬ Ϭϭϯϭϲϱϱϵ ϲϯϮϬ ϬϭϭϳϳWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϱϵ Ϭ͘ϴϱϭϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϴϲϲϬ͘ϵϲϰ Ϭ͘ϵϰϬϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϲϱWƌĞƉĂƌĞĚďLJE^ͬdsK>hD ĞůKďŝƐƉŽ^ƚĞƚ͘dŚĞWƌŽũĞĐƚǁLJΘsŝĂsĞƌŵĞƵůĞŶdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϭϱ͕ϰϵϭdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϭϱ͕ϰϵϭWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱ ĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϮϭE ^ tϴ͕ϭϮϴ ϴ͕ϱϭϲϬϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϴ ϳ Ϭ Ϭ ϭϱ ϭϱϭ ϭϳϬ Ϭ Ϭ ϯϮϭϬ͗ϭϱϰ ϴ Ϭ Ϭ ϭϮ ϭϯϬ ϭϯϵ Ϭ Ϭ ϮϲϵϬ͗ϯϬϲ ϱ Ϭ Ϭ ϭϭ ϭϰϰ ϭϮϴ Ϭ Ϭ ϮϳϮϬ͗ϰϱϰ ϮϮ ϲ Ϯϲ Ϭ Ϭ ϭϬ ϰϴ ϭϰϰ ϱϲϵ ϭϯϵ ϱϳϲ Ϭ Ϭ Ϯϴϯ ϭϭϰϱϭ͗ϬϬϱ ϱ Ϭ Ϭ ϭϬ ϭϰϭ ϭϱϰ Ϭ Ϭ Ϯϵϱϭ͗ϭϱϯ ϰ Ϭ Ϭ ϳ ϭϯϭ ϭϯϯ Ϭ Ϭ Ϯϲϰϭ͗ϯϬϮ Ϯ Ϭ Ϭ ϰ ϭϯϮ ϭϰϵ Ϭ Ϭ Ϯϴϭϭ͗ϰϱϯ ϭϯ ϰ ϭϱ Ϭ Ϭ ϳ Ϯϴ ϭϯϯ ϱϯϳ ϭϰϲ ϱϴϮ Ϭ Ϭ Ϯϳϵ ϭϭϭϵϮ͗ϬϬϵ ϱ Ϭ Ϭ ϭϰ ϭϱϲ ϭϱϰ Ϭ Ϭ ϯϭϬϮ͗ϭϱϯ ϯ Ϭ Ϭ ϲ ϭϴϮ ϭϱϯ Ϭ Ϭ ϯϯϱϮ͗ϯϬϮ Ϯ Ϭ Ϭ ϰ ϭϴϲ ϭϱϬ Ϭ Ϭ ϯϯϲϮ͗ϰϱϯ ϭϳ ϯ ϭϯ Ϭ Ϭ ϲ ϯϬ ϭϴϭ ϳϬϱ ϭϵϬ ϲϰϳ Ϭ Ϭ ϯϳϭ ϭϯϱϮϯ͗ϬϬϭ ϯ Ϭ Ϭ ϰ ϭϲϬ ϭϵϲ Ϭ Ϭ ϯϱϲϯ͗ϭϱϭ ϯ Ϭ Ϭ ϰ ϭϱϲ ϭϴϭ Ϭ Ϭ ϯϯϳϯ͗ϯϬϮ Ϯ Ϭ Ϭ ϰ Ϯϯϭ Ϯϭϰ Ϭ Ϭ ϰϰϱϯ͗ϰϱϮ ϲ ϰ ϭϮ Ϭ Ϭ ϲ ϭϴ ϭϲϱ ϳϭϮ ϭϱϲ ϳϰϳ Ϭ Ϭ ϯϮϭ ϭϰϱϵϰ͗ϬϬϮ Ϯ Ϭ Ϭ ϰ ϭϯϲ ϭϱϯ Ϭ Ϭ Ϯϴϵϰ͗ϭϱϳ Ϯ Ϭ Ϭ ϵ ϭϰϴ ϭϯϴ Ϭ Ϭ Ϯϴϲϰ͗ϯϬϱ ϳ Ϭ Ϭ ϭϮ ϭϰϳ ϭϳϭ Ϭ Ϭ ϯϭϴϰ͗ϰϱϳ Ϯϭ ϭϯ Ϯϰ Ϭ Ϭ ϮϬ ϰϱ ϭϱϭ ϱϴϮ ϭϱϬ ϲϭϮ Ϭ Ϭ ϯϬϭ ϭϭϵϰϱ͗ϬϬϭϮ ϭϰ Ϭ Ϭ Ϯϲ ϭϰϳ ϭϱϱ Ϭ Ϭ ϯϬϮϱ͗ϭϱϭϲ ϭϱ Ϭ Ϭ ϯϭ ϭϲϰ ϭϲϬ Ϭ Ϭ ϯϮϰϱ͗ϯϬϭϴ ϮϮ Ϭ Ϭ ϰϬ ϭϲϬ ϭϱϰ Ϭ Ϭ ϯϭϰϱ͗ϰϱϮϬ ϲϲ ϯϳ ϴϴ Ϭ Ϭ ϱϳ ϭϱϰ ϭϯϴ ϲϬϵ ϭϱϯ ϲϮϮ Ϭ Ϭ Ϯϵϭ ϭϮϯϭϲ͗ϬϬϮϯ ϰϬ Ϭ Ϭ ϲϯ ϭϮϮ ϭϮϮ Ϭ Ϭ Ϯϰϰϲ͗ϭϱϯϯ ϱϮ Ϭ Ϭ ϴϱ ϭϮϳ ϭϯϲ Ϭ Ϭ Ϯϲϯϲ͗ϯϬϱϰ ϱϳ Ϭ Ϭ ϭϭϭ ϭϭϭ ϭϮϯ Ϭ Ϭ Ϯϯϰϲ͗ϰϱϴϵ ϭϵϵ ϴϭ ϮϯϬ Ϭ Ϭ ϭϳϬ ϰϮϵ ϭϭϭ ϰϳϭ ϭϬϱ ϰϴϲ Ϭ Ϭ Ϯϭϲ ϵϱϳϳ͗ϬϬϳϳ ϭϬϮ Ϭ Ϭ ϭϳϵ ϴϰ ϭϮϮ Ϭ Ϭ ϮϬϲϳ͗ϭϱϭϱϬ ϭϰϲ Ϭ Ϭ Ϯϵϲ ϲϰ ϵϴ Ϭ Ϭ ϭϲϮϳ͗ϯϬϭϵϱ ϭϵϮ Ϭ Ϭ ϯϴϳ ϲϲ ϴϯ Ϭ Ϭ ϭϰϵϳ͗ϰϱϭϴϰ ϲϬϲ ϮϬϳ ϲϰϳ Ϭ Ϭ ϯϵϭ ϭϮϱϯ ϳϯ Ϯϴϳ ϴϰ ϯϴϳ Ϭ Ϭ ϭϱϳ ϲϳϰϴ͗ϬϬϭϮϵ ϭϳϭ Ϭ Ϭ ϯϬϬ ϱϱ ϴϵ Ϭ Ϭ ϭϰϰϴ͗ϭϱϭϳϵ ϭϯϳ Ϭ Ϭ ϯϭϲ ϱϬ ϵϵ Ϭ Ϭ ϭϰϵϴ͗ϯϬϭϱϮ ϭϰϯ Ϭ Ϭ Ϯϵϱ ϰϴ ϳϴ Ϭ Ϭ ϭϮϲϴ͗ϰϱϭϲϲ ϲϮϲ ϭϮϰ ϱϳϱ Ϭ Ϭ ϮϵϬ ϭϮϬϭ ϰϭ ϭϵϰ ϴϱ ϯϱϭ Ϭ Ϭ ϭϮϲ ϱϰϱϵ͗ϬϬϭϱϰ ϭϯϳ Ϭ Ϭ Ϯϵϭ ϰϯ ϵϳ Ϭ Ϭ ϭϰϬϵ͗ϭϱϭϮϭ ϭϬϴ Ϭ Ϭ ϮϮϵ ϯϱ ϳϭ Ϭ Ϭ ϭϬϲϵ͗ϯϬϭϱϬ ϭϮϯ Ϭ Ϭ Ϯϳϯ ϰϬ ϲϭ Ϭ Ϭ ϭϬϭϵ͗ϰϱϭϮϱ ϱϱϬ ϭϬϯ ϰϳϭ Ϭ Ϭ ϮϮϴ ϭϬϮϭ Ϯϵ ϭϰϳ ϰϵ Ϯϳϴ Ϭ Ϭ ϳϴ ϰϮϱϭϬ͗ϬϬϭϮϰ ϭϬϭ Ϭ Ϭ ϮϮϱ Ϯϲ ϯϲ Ϭ Ϭ ϲϮϭϬ͗ϭϱϭϮϯ ϭϬϲ Ϭ Ϭ ϮϮϵ Ϯϭ ϯϱ Ϭ Ϭ ϱϲϭϬ͗ϯϬϭϭϴ ϭϭϯ Ϭ Ϭ Ϯϯϭ ϮϮ ϯϭ Ϭ Ϭ ϱϯϭϬ͗ϰϱϭϭϵ ϰϴϰ ϭϭϭ ϰϯϭ Ϭ Ϭ ϮϯϬ ϵϭϱ ϭϵ ϴϴ Ϯϲ ϭϮϴ Ϭ Ϭ ϰϱ Ϯϭϲϭϭ͗ϬϬϭϯϯ ϭϮϬ Ϭ Ϭ Ϯϱϯ ϮϬ ϮϬ Ϭ Ϭ ϰϬϭϭ͗ϭϱϭϮϮ ϭϯϬ Ϭ Ϭ ϮϱϮ ϭϰ ϭϯ Ϭ Ϭ Ϯϳϭϭ͗ϯϬϭϯϱ ϭϯϯ Ϭ Ϭ Ϯϲϴ ϴ ϭϭ Ϭ Ϭ ϭϵϭϭ͗ϰϱϭϳϴ ϱϲϴ ϭϯϯ ϱϭϲ Ϭ Ϭ ϯϭϭ ϭϬϴϰ ϳ ϰϵ ϴ ϱϮ Ϭ Ϭ ϭϱ ϭϬϭdKd>^ϯϭϳϴ ϯϬϰϴϲϮϮϲϰϵϱϬ ϱϰϲϴϭϬϰϭϴ^W>/dйϱϭ͘Ϭй ϰϵ͘Ϭйϯϳ͘ϰйϰϳ͘ϱй ϱϮ͘ϱйϲϮ͘ϲйE ^ tϴ͕ϭϮϴ ϴ͕ϱϭϲϬϬDWĞĂŬ,ŽƵƌϳ͗ϯϬ ϳ͗ϭϱϳ͗ϯϬϭϰ͗ϰϱ ϭϰ͗ϰϱϭϰ͗ϰϱDWŬsŽůƵŵĞϲϴϳ ϳϭϲϭϯϵϰϳϮϴ ϳϴϭϭϱϬϵWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϴϭ Ϭ͘ϴϲϱϬ͘ϴϵϭϬ͘ϳϴϴ Ϭ͘ϵϭϮϬ͘ϴϰϴϳͲϵsŽůƵŵĞϭϮϯϮ ϭϮϮϮϬϬϮϰϱϰϭϭϵϭ ϭϮϯϰϬϬϮϰϮϱϳͲϵWĞĂŬ,ŽƵƌϳ͗ϯϬ ϳ͗ϭϱϳ͗ϯϬϭϲ͗ϰϱ ϭϲ͗ϯϬϭϲ͗ϯϬϳͲϵWŬsŽůƵŵĞϲϴϳ ϳϭϲϬ ϬϭϯϵϰϲϮϮ ϲϯϲϬ ϬϭϮϰϱWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϴϭ Ϭ͘ϴϲϱϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϴϵϭϬ͘ϵϰϴ Ϭ͘ϵϯϬϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϲϭWƌĞƉĂƌĞĚďLJE^ͬdsK>hD ĞůKďŝƐƉŽ^ƚĞƚ͘sŝĂsĞƌŵĞƵůĞŶΘĂŵŝŶŽĞůǀŝŽŶdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϭϲ͕ϲϰϰdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϭϲ͕ϲϰϰWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϭϭE ^ tϱ͕ϭϴϭ ϱ͕ϰϭϳϬϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϭϬ ϱ Ϭ Ϭ ϭϱ ϲϳ ϲϰ Ϭ Ϭ ϭϯϭϬ͗ϭϱϱϯϬϬϴ ϲϳ ϳϬϬ Ϭ ϭϯϳϬ͗ϯϬϰϰϬϬϴ ϴϱ ϲϰϬ Ϭ ϭϰϵϬ͗ϰϱϱ Ϯϰ ϯ ϭϱ Ϭ Ϭ ϴ ϯϵ ϳϰ Ϯϵϯ ϭϬϯ ϯϬϭ Ϭ Ϭ ϭϳϳ ϱϵϰϭ͗ϬϬϲϮϬϬϴ ϳϬ ϴϯϬ Ϭ ϭϱϯϭ͗ϭϱϰϰϬϬϴ ϲϯ ϳϬϬ Ϭ ϭϯϯϭ͗ϯϬϭϮϬϬϯ ϳϯ ϳϭϬ Ϭ ϭϰϰϭ͗ϰϱϮ ϭϯ ϰ ϭϮ Ϭ Ϭ ϲ Ϯϱ ϴϳ Ϯϵϯ ϳϯ Ϯϵϳ Ϭ Ϭ ϭϲϬ ϱϵϬϮ͗ϬϬϮ Ϯ Ϭ Ϭ ϰ ϵϮ ϭϬϱ Ϭ Ϭ ϭϵϳϮ͗ϭϱϭ ϭ Ϭ Ϭ Ϯ ϴϲ ϭϮϮ Ϭ Ϭ ϮϬϴϮ͗ϯϬϭ ϭ Ϭ Ϭ Ϯ ϳϵ ϵϮ Ϭ Ϭ ϭϳϭϮ͗ϰϱϭ ϱ Ϯ ϲ Ϭ Ϭ ϯ ϭϭ ϴϲ ϯϰϯ ϴϲ ϰϬϱ Ϭ Ϭ ϭϳϮ ϳϰϴϯ͗ϬϬϮ ϭ Ϭ Ϭ ϯ ϭϬϱ ϳϵ Ϭ Ϭ ϭϴϰϯ͗ϭϱϮ ϭ Ϭ Ϭ ϯ ϭϳϱ ϴϴ Ϭ Ϭ Ϯϲϯϯ͗ϯϬϭ ϯ Ϭ Ϭ ϰ ϭϯϲ Ϯϭϯ Ϭ Ϭ ϯϰϵϯ͗ϰϱϭ ϲ ϯ ϴ Ϭ Ϭ ϰ ϭϰ ϭϬϳ ϱϮϯ ϭϭϮ ϰϵϮ Ϭ Ϭ Ϯϭϵ ϭϬϭϱϰ͗ϬϬϮ ϰ Ϭ Ϭ ϲ ϭϬϬ ϭϬϱ Ϭ Ϭ ϮϬϱϰ͗ϭϱϯ ϰ Ϭ Ϭ ϳ ϭϭϬ ϭϬϲ Ϭ Ϭ Ϯϭϲϰ͗ϯϬϯ ϲ Ϭ Ϭ ϵ ϵϵ ϭϭϬ Ϭ Ϭ ϮϬϵϰ͗ϰϱϱ ϭϯ ϭϬ Ϯϰ Ϭ Ϭ ϭϱ ϯϳ ϭϭϬ ϰϭϵ ϭϬϲ ϰϮϳ Ϭ Ϭ Ϯϭϲ ϴϰϲϱ͗ϬϬϲ ϭϯ Ϭ Ϭ ϭϵ ϭϬϬ ϭϭϯ Ϭ Ϭ Ϯϭϯϱ͗ϭϱϵ ϭϳ Ϭ Ϭ Ϯϲ ϭϮϮ ϭϭϭ Ϭ Ϭ Ϯϯϯϱ͗ϯϬϭϭ Ϯϳ Ϭ Ϭ ϯϴ ϭϭϵ ϵϴ Ϭ Ϭ Ϯϭϳϱ͗ϰϱϭϮ ϯϴ ϯϭ ϴϴ Ϭ Ϭ ϰϯ ϭϮϲ ϭϮϳ ϰϲϴ ϭϭϬ ϰϯϮ Ϭ Ϭ Ϯϯϳ ϵϬϬϲ͗ϬϬϭϱ ϰϮ Ϭ Ϭ ϱϳ ϵϴ ϵϱ Ϭ Ϭ ϭϵϯϲ͗ϭϱϮϬ ϱϭ Ϭ Ϭ ϳϭ ϵϭ ϳϬ Ϭ Ϭ ϭϲϭϲ͗ϯϬϯϴ ϱϯ Ϭ Ϭ ϵϭ ϲϲ ϲϴ Ϭ Ϭ ϭϯϰϲ͗ϰϱϲϬ ϭϯϯ ϳϳ ϮϮϯ Ϭ Ϭ ϭϯϳ ϯϱϲ ϱϳ ϯϭϮ ϲϮ Ϯϵϱ Ϭ Ϭ ϭϭϵ ϲϬϳϳ͗ϬϬϭϮϰ ϵϵ Ϭ Ϭ ϮϮϯ ϱϲ ϱϵ Ϭ Ϭ ϭϭϱϳ͗ϭϱϮϮϱ ϭϱϵ Ϭ Ϭ ϯϴϰ ϱϲ ϰϵ Ϭ Ϭ ϭϬϱϳ͗ϯϬϭϵϮ ϭϲϲ Ϭ Ϭ ϯϱϴ ϱϮ ϰϵ Ϭ Ϭ ϭϬϭϳ͗ϰϱϵϮ ϲϯϯ ϭϯϴ ϱϲϮ Ϭ Ϭ ϮϯϬ ϭϭϵϱ ϯϵ ϮϬϯ ϰϵ ϮϬϲ Ϭ Ϭ ϴϴ ϰϬϵϴ͗ϬϬϳϮ ϭϬϯ Ϭ Ϭ ϭϳϱ ϰϵ ϰϵ Ϭ Ϭ ϵϴϴ͗ϭϱϭϬϵ ϭϬϯ Ϭ Ϭ ϮϭϮ ϯϵ ϰϲ Ϭ Ϭ ϴϱϴ͗ϯϬϴϳ ϭϭϵ Ϭ Ϭ ϮϬϲ ϯϰ ϯϮ Ϭ Ϭ ϲϲϴ͗ϰϱϱϮ ϯϮϬ ϳϲ ϰϬϭ Ϭ Ϭ ϭϮϴ ϳϮϭ ϯϵ ϭϲϭ Ϯϲ ϭϱϯ Ϭ Ϭ ϲϱ ϯϭϰϵ͗ϬϬϱϳ ϳϯ Ϭ Ϭ ϭϯϬ ϰϬ ϯϯ Ϭ Ϭ ϳϯϵ͗ϭϱϳϭ ϴϱ Ϭ Ϭ ϭϱϲ ϯϮ Ϯϰ Ϭ Ϭ ϱϲϵ͗ϯϬϳϯ ϵϳ Ϭ Ϭ ϭϳϬ ϯϰ Ϯϭ Ϭ Ϭ ϱϱϵ͗ϰϱϰϮ Ϯϰϯ ϲϳ ϯϮϮ Ϭ Ϭ ϭϬϵ ϱϲϱ ϯϭ ϭϯϳ ϭϴ ϵϲ Ϭ Ϭ ϰϵ ϮϯϯϭϬ͗ϬϬϱϲ ϳϬ Ϭ Ϭ ϭϮϲ Ϯϱ ϭϳ Ϭ Ϭ ϰϮϭϬ͗ϭϱϰϳ ϲϵ Ϭ Ϭ ϭϭϲ Ϯϯ ϭϰ Ϭ Ϭ ϯϳϭϬ͗ϯϬϲϬ ϲϯ Ϭ Ϭ ϭϮϯ ϭϵ ϭϯ Ϭ Ϭ ϯϮϭϬ͗ϰϱϲϯ ϮϮϲ ϲϱ Ϯϲϳ Ϭ Ϭ ϭϮϴ ϰϵϯ ϭϴ ϴϱ ϭϬ ϱϰ Ϭ Ϭ Ϯϴ ϭϯϵϭϭ͗ϬϬϱϱ ϴϱ Ϭ Ϭ ϭϰϬ ϭϲ ϳ Ϭ Ϭ Ϯϯϭϭ͗ϭϱϱϵ ϲϭ Ϭ Ϭ ϭϮϬ ϭϬ ϱ Ϭ Ϭ ϭϱϭϭ͗ϯϬϳϱ ϴϳ Ϭ Ϭ ϭϲϮ ϱ ϲ Ϭ Ϭ ϭϭϭϭ͗ϰϱϲϰ Ϯϱϯ ϳϱ ϯϬϴ Ϭ Ϭ ϭϯϵ ϱϲϭ ϲ ϯϳ ϱ Ϯϯ Ϭ Ϭ ϭϭ ϲϬdKd>^ϭϵϬϳ ϮϮϯϲϰϭϰϯϯϮϳϰ ϯϭϴϭϲϰϱϱ^W>/dйϰϲ͘Ϭй ϱϰ͘Ϭйϯϵ͘ϭйϱϬ͘ϳй ϰϵ͘ϯйϲϬ͘ϵйE ^ tϱ͕ϭϴϭ ϱ͕ϰϭϳϬϬDWĞĂŬ,ŽƵƌϳ͗ϬϬ ϳ͗ϭϱϳ͗ϬϬϭϱ͗ϬϬ ϭϱ͗ϯϬϭϱ͗ϭϱDWŬsŽůƵŵĞϲϯϯ ϱϲϲϭϭϵϱϱϮϯ ϱϯϲϭϬϯϲWŬ,ƌ&ĂĐƚŽƌϬ͘ϳϬϯ Ϭ͘ϴϱϮϬ͘ϳϳϴϬ͘ϳϰϳ Ϭ͘ϲϮϵϬ͘ϳϰϮϳͲϵsŽůƵŵĞϵϱϯ ϵϲϯϬϬϭϵϭϲϴϴϳ ϴϱϵϬϬϭϳϰϲϳͲϵWĞĂŬ,ŽƵƌϳ͗ϬϬ ϳ͗ϭϱϳ͗ϬϬϭϳ͗ϬϬ ϭϲ͗ϯϬϭϳ͗ϬϬϳͲϵWŬsŽůƵŵĞϲϯϯ ϱϲϲϬ Ϭϭϭϵϱϰϲϴ ϰϰϬϬ ϬϵϬϬWŬ,ƌ&ĂĐƚŽƌϬ͘ϳϬϯ Ϭ͘ϴϱϮϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϳϳϴϬ͘ϵϮϭ Ϭ͘ϵϳϯϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϰϵWƌĞƉĂƌĞĚďLJE^ͬdsK>hD ůŝƉĂnj^ƚĞƚ͘ĞůKďŝƐƉŽ^ƚΘsŝĂWŽƐŝƚŝǀĂdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϭϬ͕ϱϵϴdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϭϬ͕ϱϵϴWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱ ĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϭϯE ^ tϯ͕ϴϲϮ ϯ͕ϮϴϵϬϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϲ ϳ Ϭ Ϭ ϭϯ ϱϯ ϱϮ Ϭ Ϭ ϭϬϱϬ͗ϭϱϯϯϬϬϲ ϱϵ ϰϱϬ ϬϭϬϰϬ͗ϯϬϭϯϬϬϰ ϱϳ ϰϵϬ ϬϭϬϲϬ͗ϰϱϮ ϭϮ ϯ ϭϲ Ϭ Ϭ ϱ Ϯϴ ϲϵ Ϯϯϴ ϰϴ ϭϵϰ Ϭ Ϭ ϭϭϳ ϰϯϮϭ͗ϬϬϰϮϬϬϲ ϲϭ ϰϱϬ ϬϭϬϲϭ͗ϭϱϱϮϬϬϳ ϱϲ ϰϱϬ ϬϭϬϭϭ͗ϯϬϭϭϬϬϮ ϲϭ ϰϵϬ ϬϭϭϬϭ͗ϰϱϰ ϭϰ ϭ ϲ Ϭ Ϭ ϱ ϮϬ ϲϲ Ϯϰϰ ϱϬ ϭϴϵ Ϭ Ϭ ϭϭϲ ϰϯϯϮ͗ϬϬϮϭϬϬϯ ϳϲ ϱϭϬ ϬϭϮϳϮ͗ϭϱϭϭϬϬϮ ϲϲ ϱϭϬ ϬϭϭϳϮ͗ϯϬϭϭϬϬϮ ϳϳ ϱϯϬ ϬϭϯϬϮ͗ϰϱϮ ϲ ϭ ϰ Ϭ Ϭ ϯ ϭϬ ϳϰ Ϯϵϯ ϱϵ Ϯϭϰ Ϭ Ϭ ϭϯϯ ϱϬϳϯ͗ϬϬϬϭϬϬϭ ϲϰ ϲϴϬ ϬϭϯϮϯ͗ϭϱϬϬϬϬϬ ϳϵ ϴϳϬ Ϭϭϲϲϯ͗ϯϬϮϭϬϬϯ ϭϬϯ ϳϳϬ ϬϭϴϬϯ͗ϰϱϮ ϰ Ϯ ϰ Ϭ Ϭ ϰ ϴ ϴϭ ϯϮϳ ϲϯ Ϯϵϱ Ϭ Ϭ ϭϰϰ ϲϮϮϰ͗ϬϬϯϮϬϬϱ ϳϳ ϲϴϬ Ϭϭϰϱϰ͗ϭϱϮϮϬϬϰ ϴϮ ϲϮϬ Ϭϭϰϰϰ͗ϯϬϰϱϬϬϵ ϳϴ ϲϵϬ Ϭϭϰϳϰ͗ϰϱϱ ϭϰ ϲ ϭϱ Ϭ Ϭ ϭϭ Ϯϵ ϴϲ ϯϮϯ ϱϵ Ϯϱϴ Ϭ Ϭ ϭϰϱ ϱϴϭϱ͗ϬϬϭϬ ϰ Ϭ Ϭ ϭϰ ϳϱ ϱϵ Ϭ Ϭ ϭϯϰϱ͗ϭϱϭϬ ϳ Ϭ Ϭ ϭϳ ϴϲ ϲϴ Ϭ Ϭ ϭϱϰϱ͗ϯϬϭϳ ϭϬ Ϭ Ϭ Ϯϳ ϳϭ ϱϱ Ϭ Ϭ ϭϮϲϱ͗ϰϱϭϵ ϱϲ ϭϭ ϯϮ Ϭ Ϭ ϯϬ ϴϴ ϳϬ ϯϬϮ ϲϭ Ϯϰϯ Ϭ Ϭ ϭϯϭ ϱϰϱϲ͗ϬϬϮϴ ϭϮ Ϭ Ϭ ϰϬ ϲϴ ϱϭ Ϭ Ϭ ϭϭϵϲ͗ϭϱϯϰ Ϯϰ Ϭ Ϭ ϱϴ ϱϬ ϱϴ Ϭ Ϭ ϭϬϴϲ͗ϯϬϯϯ ϯϱ Ϭ Ϭ ϲϴ ϰϵ ϰϵ Ϭ Ϭ ϵϴϲ͗ϰϱϱϮ ϭϰϳ ϯϴ ϭϬϵ Ϭ Ϭ ϵϬ Ϯϱϲ ϰϲ Ϯϭϯ ϯϭ ϭϴϵ Ϭ Ϭ ϳϳ ϰϬϮϳ͗ϬϬϲϭ ϲϴ Ϭ Ϭ ϭϮϵ ϯϲ ϯϯ Ϭ Ϭ ϲϵϳ͗ϭϱϵϲ ϭϮϭ Ϭ Ϭ Ϯϭϳ ϯϳ ϯϰ Ϭ Ϭ ϳϭϳ͗ϯϬϳϲ ϭϬϲ Ϭ Ϭ ϭϴϮ ϯϭ ϯϮ Ϭ Ϭ ϲϯϳ͗ϰϱϳϵ ϯϭϮ ϲϰ ϯϱϵ Ϭ Ϭ ϭϰϯ ϲϳϭ ϯϱ ϭϯϵ Ϯϳ ϭϮϲ Ϭ Ϭ ϲϮ Ϯϲϱϴ͗ϬϬϲϬ ϱϯ Ϭ Ϭ ϭϭϯ Ϯϵ ϯϯ Ϭ Ϭ ϲϮϴ͗ϭϱϳϭ ϲϴ Ϭ Ϭ ϭϯϵ ϯϲ Ϯϳ Ϭ Ϭ ϲϯϴ͗ϯϬϴϬ ϱϴ Ϭ Ϭ ϭϯϴ ϯϭ Ϯϰ Ϭ Ϭ ϱϱϴ͗ϰϱϱϳ Ϯϲϴ ϰϬ Ϯϭϵ Ϭ Ϭ ϵϳ ϰϴϳ Ϯϳ ϭϮϯ Ϯϴ ϭϭϮ Ϭ Ϭ ϱϱ Ϯϯϱϵ͗ϬϬϱϲ ϯϱ Ϭ Ϭ ϵϭ Ϯϲ Ϯϵ Ϭ Ϭ ϱϱϵ͗ϭϱϱϱ ϱϬ Ϭ Ϭ ϭϬϱ ϮϬ Ϯϯ Ϭ Ϭ ϰϯϵ͗ϯϬϲϱ ϱϯ Ϭ Ϭ ϭϭϴ ϮϬ Ϯϴ Ϭ Ϭ ϰϴϵ͗ϰϱϱϯ ϮϮϵ ϯϵ ϭϳϳ Ϭ Ϭ ϵϮ ϰϬϲ ϭϱ ϴϭ ϭϵ ϵϵ Ϭ Ϭ ϯϰ ϭϴϬϭϬ͗ϬϬϱϳ ϰϮ Ϭ Ϭ ϵϵ ϭϲ ϭϱ Ϭ Ϭ ϯϭϭϬ͗ϭϱϱϳ ϰϭ Ϭ Ϭ ϵϴ ϭϱ ϭϱ Ϭ Ϭ ϯϬϭϬ͗ϯϬϰϳ ϰϴ Ϭ Ϭ ϵϱ ϭϯ ϭϮ Ϭ Ϭ ϮϱϭϬ͗ϰϱϱϯ Ϯϭϰ ϰϰ ϭϳϱ Ϭ Ϭ ϵϳ ϯϴϵ ϴ ϱϮ ϭϮ ϱϰ Ϭ Ϭ ϮϬ ϭϬϲϭϭ͗ϬϬϲϭ ϰϭ Ϭ Ϭ ϭϬϮ ϳ ϭϬ Ϭ Ϭ ϭϳϭϭ͗ϭϱϱϯ ϰϬ Ϭ Ϭ ϵϯ ϲ ϴ Ϭ Ϭ ϭϰϭϭ͗ϯϬϱϲ ϰϰ Ϭ Ϭ ϭϬϬ ϳ ϱ Ϭ Ϭ ϭϮϭϭ͗ϰϱϱϲ ϮϮϲ ϰϵ ϭϳϰ Ϭ Ϭ ϭϬϱ ϰϬϬ ϱ Ϯϱ ϯ Ϯϲ Ϭ Ϭ ϴ ϱϭdKd>^ϭϱϬϮ ϭϮϵϬϮϳϵϮϮϯϲϬ ϭϵϵϵϰϯϱϵ^W>/dйϱϯ͘ϴй ϰϲ͘Ϯйϯϵ͘Ϭйϱϰ͘ϭй ϰϱ͘ϵйϲϭ͘ϬйE ^ tϯ͕ϴϲϮ ϯ͕ϮϴϵϬϬDWĞĂŬ,ŽƵƌϳ͗ϬϬ ϳ͗ϬϬϳ͗ϬϬϭϱ͗ϯϬ ϭϱ͗ϬϬϭϱ͗ϭϱDWŬsŽůƵŵĞϯϭϮ ϯϱϵϲϳϭϯϰϯ ϮϵϱϲϯϱWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϭϯ Ϭ͘ϳϰϮϬ͘ϳϳϯϬ͘ϴϯϯ Ϭ͘ϴϰϴϬ͘ϴϴϮϳͲϵsŽůƵŵĞϱϴϬ ϱϳϴϬϬϭϭϱϴϲϮϱ ϱϬϭϬϬϭϭϮϲϳͲϵWĞĂŬ,ŽƵƌϳ͗ϬϬ ϳ͗ϬϬϳ͗ϬϬϭϲ͗ϯϬ ϭϲ͗ϬϬϭϲ͗ϬϬϳͲϵWŬsŽůƵŵĞϯϭϮ ϯϱϵϬ ϬϲϳϭϯϮϱ ϮϱϴϬ ϬϱϴϭWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϭϯ Ϭ͘ϳϰϮϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϳϳϯϬ͘ϵϰϱ Ϭ͘ϵϯϱϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϴϴWƌĞƉĂƌĞĚďLJE^ͬdsK>hD ůŝƉĂnj^ƚĞƚ͘sŝĂWŽƐŝƚŝǀĂΘĂŵŝŶŽĞůǀŝŽŶdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϳ͕ϭϱϭdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϳ͕ϭϱϭWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϭϰE ^ tϬϬϭ͕Ϭϭϭϭ͕ϯϯϭDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϬϬϬϬϬ Ϭ Ϭϵ ϳ ϭϲϬ͗ϭϱϬϬϬϬϬ Ϭ Ϭϱ ϭϬ ϭϱϬ͗ϯϬϬϬϬϬϬ Ϭ Ϭϲ ϭϵ ϮϱϬ͗ϰϱϬ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϯϯϰϯϭϴϱϰϰϭϵϳϭ͗ϬϬϬϬϬϬϬ Ϭ Ϭϭϲ ϭϭ Ϯϳϭ͗ϭϱϬϬϬϬϬ Ϭ Ϭϴ ϴ ϭϲϭ͗ϯϬϬϬϬϬϬ Ϭ Ϭϳ ϭϲ Ϯϯϭ͗ϰϱϬ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ ϱ ϯϲ ϯϱ ϳϬ ϰϬ ϭϬϲϮ͗ϬϬϬϬϭϬϭ Ϭ ϬϮϯ ϯϬ ϱϯϮ͗ϭϱϬϬϬϬϬ Ϭ ϬϮϴ ϮϮ ϱϬϮ͗ϯϬϬϬϬϬϬ Ϭ ϬϮϬ ϭϲ ϯϲϮ͗ϰϱϬ Ϭ Ϭ ϭ Ϭ Ϭ ϭ Ϭ Ϭ ϭϮ ϴϯ ϭϲ ϴϰ Ϯϴ ϭϲϳϯ͗ϬϬϬϬϭϬϭ Ϭ Ϭϭϯ ϯϬ ϰϯϯ͗ϭϱϬϬϬϬϬ Ϭ Ϭϭϳ ϲϳ ϴϰϯ͗ϯϬϬϬϬϬϬ Ϭ Ϭϱϱ ϱϯ ϭϬϴϯ͗ϰϱϬ Ϭ Ϭ ϭ Ϭ Ϭ ϭ Ϭ Ϭ Ϯϳ ϭϭϮ Ϯϰ ϭϳϰ ϱϭ Ϯϴϲϰ͗ϬϬϬϬϬϬϬ Ϭ ϬϮϮ Ϯϯ ϰϱϰ͗ϭϱϬϬϬϬϬ Ϭ ϬϮϬ ϯϱ ϱϱϰ͗ϯϬϬϬϬϬϬ Ϭ Ϭϯϯ Ϯϲ ϱϵϰ͗ϰϱϬ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϯϯ ϵϴ ϯϭ ϭϭϱ ϱϰ Ϯϭϯϱ͗ϬϬϬϬϬϭϭ Ϭ ϬϮϵ ϯϰ ϲϯϱ͗ϭϱϬϬϬϬϬ Ϭ ϬϮϭ Ϯϲ ϰϳϱ͗ϯϬϬϬϬϬϬ Ϭ ϬϮϱ ϯϮ ϱϳϱ͗ϰϱϬ Ϭ Ϭ Ϯ ϯ Ϯ ϯ Ϭ Ϭ Ϯϱ ϭϬϬ ϯϲ ϭϮϴ ϲϭ ϮϮϴϲ͗ϬϬϬϬϬϯϯ Ϭ ϬϮϰ ϭϳ ϰϭϲ͗ϭϱϬϬϭϭϮ Ϭ ϬϭϮ ϭϯ Ϯϱϲ͗ϯϬϬϬϭϱϲ Ϭ Ϭϭϴ ϭϯ ϯϭϲ͗ϰϱϬ Ϭ ϯ ϱ ϭϮ Ϯϭ ϭϱ Ϯϲ Ϭ Ϭ ϭϬ ϲϰ ϭϱ ϱϴ Ϯϱ ϭϮϮϳ͗ϬϬϬ Ϭ ϭϲ ϱϭ ϲϳ Ϭ Ϭ ϭϰ ϭϰ Ϯϴϳ͗ϭϱϬ Ϭ ϯϳ ϭϬϬ ϭϯϳ Ϭ Ϭ ϭϱ ϭϬ Ϯϱϳ͗ϯϬϬ Ϭ ϲϱ ϭϭϲ ϭϴϭ Ϭ Ϭ ϭϰ ϳ Ϯϭϳ͗ϰϱϬ Ϭ ϱϰ ϭϳϮ ϰϬ ϯϬϳ ϵϰ ϰϳϵ Ϭ Ϭ ϭϲ ϱϵ ϯ ϯϰ ϭϵ ϵϯϴ͗ϬϬϬ Ϭ Ϯϯ ϭϵ ϰϮ Ϭ Ϭ ϲ ϰ ϭϬϴ͗ϭϱϬ Ϭ ϭϳ ϰϯ ϲϬ Ϭ Ϭ ϴ ϰ ϭϮϴ͗ϯϬϬ Ϭ Ϯϴ ϰϱ ϳϯ Ϭ Ϭ ϯ ϭ ϰϴ͗ϰϱϬ Ϭ ϳ ϳϱ ϭϭ ϭϭϴ ϭϴ ϭϵϯ Ϭ Ϭ Ϯ ϭϵ Ϯ ϭϭ ϰ ϯϬϵ͗ϬϬϬ Ϭ ϭϭ ϭϱ Ϯϲ Ϭ Ϭ ϵ Ϯ ϭϭϵ͗ϭϱϬ Ϭ ϭϳ Ϯϵ ϰϲ Ϭ Ϭ ϲ ϭ ϳϵ͗ϯϬϬ Ϭ ϭϴ Ϯϰ ϰϮ Ϭ Ϭ ϲ Ϯ ϴϵ͗ϰϱϬ Ϭ ϱ ϱϭ ϱ ϳϯ ϭϬ ϭϮϰ Ϭ Ϭ Ϭ Ϯϭ ϭ ϲ ϭ ϮϳϭϬ͗ϬϬϬϬϴϱϭϯ Ϭ Ϭϭ Ϭ ϭϭϬ͗ϭϱϬϬϰϰϴ Ϭ ϬϬ Ϭ ϬϭϬ͗ϯϬϬϬϱϴϭϯ Ϭ ϬϬ Ϭ ϬϭϬ͗ϰϱϬ Ϭ ϱ ϮϮϭϰϯϭϭϵϱϯ Ϭ Ϭ ϯ ϰ Ϭ ϯ ϰϭϭ͗ϬϬϬ Ϭ ϭϲϴ Ϯϰ Ϭ Ϭ Ϭ Ϭ Ϭϭϭ͗ϭϱϬϬϱϭϮϭϳ Ϭ ϬϬ ϭ ϭϭϭ͗ϯϬϬ Ϭ ϭϳ ϭϳ ϯϰ Ϭ Ϭ Ϭ Ϭ Ϭϭϭ͗ϰϱϬ Ϭ ϲϰϰϲϰϯϭϮϴϳ Ϭ Ϭ ϭϭϬϭϭϮdKd>^ϯϳϭ ϱϵϲϵϲϳϲϰϬ ϳϯϱϭϯϳϱ^W>/dйϯϴ͘ϰй ϲϭ͘ϲйϰϭ͘ϯйϰϲ͘ϱй ϱϯ͘ϱйϱϴ͘ϳйE ^ tϬϬϭ͕Ϭϭϭϭ͕ϯϯϭDWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϬϬϳ͗ϬϬϭϱ͗ϯϬ ϭϱ͗ϬϬϭϱ͗ϭϱDWŬsŽůƵŵĞϭϳϵ ϯϬϳϰϳϵϭϮϰ ϭϳϰϮϴϴWŬ,ƌ&ĂĐƚŽƌϬ͘ϲϴϴ Ϭ͘ϲϲϮϬ͘ϲϲϮϬ͘ϱϲϰ Ϭ͘ϲϰϵϬ͘ϲϲϳϳͲϵsŽůƵŵĞϬϬϮϰϳ ϰϮϱϲϳϮϬϬϭϵϴ ϮϰϯϰϰϭϳͲϵWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϬϬϳ͗ϬϬϭϲ͗ϯϬ ϭϳ͗ϬϬϭϲ͗ϭϱϳͲϵWŬsŽůƵŵĞϬ Ϭϭϳϵ ϯϬϳϰϳϵϬ ϬϭϬϲ ϭϮϴϮϯϭWŬ,ƌ&ĂĐƚŽƌϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϲϴϴ Ϭ͘ϲϲϮϬ͘ϲϲϮϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϴϬϯ Ϭ͘ϴϴϵϬ͘ϵϭϳWŬ,ƌ&ĂĐƚŽƌWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞdKd>^^W>/dй/>z dKd>^/>zdKd>^dŽƚĂůϮ͕ϯϰϮϮϮ͗ϯϬϮϮ͗ϰϱϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱϮϭ͗ϯϬϮϭ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱ/>zdKd>^dŽƚĂůϮ͕ϯϰϮdKd> WDWĞƌŝŽĚ dKd>WƌĞƉĂƌĞĚďLJE^ͬdsK>hD sŝĂWŽƐŝƚŝǀĂĞƚ͘ůŝƉĂnj^ƚΘdŚĞWƌŽũĞĐƚǁLJdŚƵƌƐĚĂLJs Z' ϭϭͬϯϬͬϮϬϭϳ ĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϭϱE ^ tϳϵϴϭ͕ϬϭϮϬϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϬϬϬϬϬ ϱ ϱϬ ϬϭϬϬ͗ϭϱϬϬϬϬϬ ϰ ϲϬ ϬϭϬϬ͗ϯϬϬϬϬϬϬ ϰ ϭϮϬ ϬϭϲϬ͗ϰϱϬ Ϭ Ϭ Ϭ Ϭ ϮϬϯϯϭϳϰϬ Ϭ Ϭ ϯϳϳϯϭ͗ϬϬϬϬϬϬϬ ϭϬ ϳϬ Ϭϭϳϭ͗ϭϱϭϬϬϬϭ ϲ ϳϬ Ϭϭϯϭ͗ϯϬϬϬϬϬϬ ϰ ϭϮϬ Ϭϭϲϭ͗ϰϱϬ ϭ Ϭ Ϭ Ϭ Ϭ ϭ ϴ Ϯϴϭϱϰϭ Ϭ Ϭ ϮϯϲϵϮ͗ϬϬϬϬϬϬϬ ϯϬ ϵϬ ϬϯϵϮ͗ϭϱϬϬϬϬϬ Ϯϵ ϭϯϬ ϬϰϮϮ͗ϯϬϬϬϬϬϬ ϵ ϭϱϬ ϬϮϰϮ͗ϰϱϬϬϬϬϬ ϭϬϳϴϭϮϰϵϬϬϮϮϭϮϳϯ͗ϬϬϬϬϬϬϬ ϭϬ ϮϬϬ ϬϯϬϯ͗ϭϱϬϬϬϬϬ ϭϱ ϱϰϬ Ϭϲϵϯ͗ϯϬϬϬϬϬϬ ϲϲ ϰϲϬ ϬϭϭϮϯ͗ϰϱϬ Ϭ Ϭ Ϭ Ϭ Ϯϭ ϭϭϮ Ϯϭ ϭϰϭ Ϭ Ϭ ϰϮ Ϯϱϯϰ͗ϬϬϬϬϬϬϬ ϭϵ ϭϵϬ Ϭϯϴϰ͗ϭϱϬϬϬϬϬ ϭϱ ϮϬϬ Ϭϯϱϰ͗ϯϬϬϬϬϬϬ ϭϵ ϭϵϬ Ϭϯϴϰ͗ϰϱϬ ϭ ϭ Ϭ Ϭ ϭ ϭ ϮϯϳϲϮϯϴϭ Ϭ Ϭ ϰϲϭϱϳϱ͗ϬϬϬϬϬϬϬ Ϯϰ ϮϮϬ Ϭϰϲϱ͗ϭϱϬϬϬϬϬ ϮϮ ϮϳϬ Ϭϰϵϱ͗ϯϬϬϬϬϬϬ ϮϬ ϯϴϬ Ϭϱϴϱ͗ϰϱϬ ϯ ϯ Ϭ Ϭ ϯ ϯ ϯϰ ϭϬϬ ϰϳ ϭϯϰ Ϭ Ϭ ϴϭ Ϯϯϰϲ͗ϬϬϬϯϬϬϯ Ϯϲ ϮϱϬ Ϭϱϭϲ͗ϭϱϬϭϬϬϭ ϭϯ ϭϱϬ ϬϮϴϲ͗ϯϬϮϳϬϬϵ ϵ ϳϬ Ϭϭϲϲ͗ϰϱϱ ϳ ϭϬ Ϯϭ Ϭ Ϭ ϭϱ Ϯϴ ϳ ϱϱ ϭϬ ϱϳ Ϭ Ϭ ϭϳ ϭϭϮϳ͗ϬϬϭϱ ϰϴ Ϭ Ϭ ϲϯ ϭϯ ϳ Ϭ Ϭ ϮϬϳ͗ϭϱϮϳ ϲϴ Ϭ Ϭ ϵϱ ϭϮ ϴ Ϭ Ϭ ϮϬϳ͗ϯϬϮϰ ϱϲ Ϭ Ϭ ϴϬ ϭϴ ϵ Ϭ Ϭ Ϯϳϳ͗ϰϱϮϭ ϴϳ Ϯϭ ϭϵϯ Ϭ Ϭ ϰϮ ϮϴϬ ϭϯ ϱϲ ϱ Ϯϵ Ϭ Ϭ ϭϴ ϴϱϴ͗ϬϬϭϭ ϭϵ Ϭ Ϭ ϯϬ ϭϲ ϰ Ϭ Ϭ ϮϬϴ͗ϭϱϭϰ ϰϬ Ϭ Ϭ ϱϰ ϳ Ϯ Ϭ Ϭ ϵϴ͗ϯϬϭϲ ϯϱ Ϭ Ϭ ϱϭ ϰ Ϯ Ϭ Ϭ ϲϴ͗ϰϱϱ ϰϲ ϱ ϵϵ Ϭ Ϭ ϭϬ ϭϰϱ Ϯ Ϯϵ Ϯ ϭϬ Ϭ Ϭ ϰ ϯϵϵ͗ϬϬϱ ϭϯϬ Ϭ ϭϴ ϰ ϭ Ϭ Ϭ ϱϵ͗ϭϱϭϮ Ϯϭ Ϭ Ϭ ϯϯ ϭ Ϭ Ϭ Ϭ ϭϵ͗ϯϬϭϳ Ϯϰ Ϭ Ϭ ϰϭ Ϯ Ϭ Ϭ Ϭ Ϯϵ͗ϰϱϯϯϳϯϲϭϬϬϲϵϴ ϮϵϭϮϬϬϯϭϭϭϬ͗ϬϬϲϲϬϬϭϮ Ϭ ϬϬ ϬϬϭϬ͗ϭϱϱϰϬϬϵ Ϭ ϬϬ ϬϬϭϬ͗ϯϬϮϯϬϬϱ Ϭ ϬϬ ϬϬϭϬ͗ϰϱϳ ϮϬ ϰ ϭϳ Ϭ Ϭ ϭϭ ϯϳ ϭ ϭ ϭ ϭ Ϭ Ϭ Ϯ Ϯϭϭ͗ϬϬϰϲϬϬϭϬ Ϭ ϬϬ ϬϬϭϭ͗ϭϱϱϳϬϬϭϮ Ϭ ϬϬ ϬϬϭϭ͗ϯϬϵ ϭϮϬ Ϭ Ϯϭ Ϭ Ϭ Ϭ Ϭ Ϭϭϭ͗ϰϱϱ Ϯϯ ϳ ϯϮ Ϭ Ϭ ϭϮ ϱϱ Ϭ Ϭ Ϭ Ϭ ϬdKd>^ϮϮϭ ϰϮϳϲϰϴϱϳϳ ϱϴϱϭϭϲϮ^W>/dйϯϰ͘ϭй ϲϱ͘ϵйϯϱ͘ϴйϰϵ͘ϳй ϱϬ͘ϯйϲϰ͘ϮйE ^ tϳϵϴϭ͕ϬϭϮϬϬDWĞĂŬ,ŽƵƌϳ͗ϬϬ ϳ͗ϬϬϳ͗ϬϬϭϱ͗ϭϱ ϭϱ͗ϬϬϭϱ͗ϭϱDWŬsŽůƵŵĞϴϳ ϭϵϯϮϴϬϭϮϭ ϭϰϭϮϲϭWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϬϲ Ϭ͘ϳϭϬϬ͘ϳϯϳϬ͘ϰϱϴ Ϭ͘ϲϱϯϬ͘ϱϴϯϳͲϵsŽůƵŵĞϭϯϯ ϮϵϮϬϬϰϮϱϭϳϲ ϮϭϱϬϬϯϵϭϳͲϵWĞĂŬ,ŽƵƌϳ͗ϬϬ ϳ͗ϬϬϳ͗ϬϬϭϳ͗ϬϬ ϭϳ͗ϬϬϭϳ͗ϬϬϳͲϵWŬsŽůƵŵĞϴϳ ϭϵϯϬ ϬϮϴϬϭϬϬ ϭϯϰϬ ϬϮϯϰWŬ,ƌ&ĂĐƚŽƌϬ͘ϴϬϲ Ϭ͘ϳϭϬϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϳϯϳϬ͘ϳϯϱ Ϭ͘ϳϭϯϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϳϮϮWƌĞƉĂƌĞĚďLJE^ͬdsK>hD sŝĂWŽƐŝƚŝǀĂĞƚ͘dŚĞWƌŽũĞĐƚǁLJΘĂŵŝŶŽĞůǀŝŽŶdŚƵƌƐĚĂLJϭϭͬϵͬϮϬϭϳ/>zdKd>^dŽƚĂůϭ͕ϴϭϬdKd> WDWĞƌŝŽĚ dKd>ϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϮϮ͗ϯϬϮϮ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱ/>zdKd>^dŽƚĂůϭ͕ϴϭϬWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱdKd>^WŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌs Z' />z dKd>^^W>/dйϮϭ͗ϯϬϮϭ͗ϰϱĂLJ͗ŝƚLJ͗^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽĂƚĞ͗WƌŽũĞĐƚη͗ϭϳͺϭϮϯϱͺϬϭϲE ^ tϲ͕ϵϯϯ ϳ͕ϱϳϱϬϬDWĞƌŝŽĚ E ^ t E ^ tϬ͗ϬϬϲ ϲ Ϭ Ϭ ϭϮ ϭϮϯ ϭϭϯ Ϭ Ϭ ϮϯϲϬ͗ϭϱϰ ϰ Ϭ Ϭ ϴ ϭϬϰ ϭϬϵ Ϭ Ϭ ϮϭϯϬ͗ϯϬϰ ϰ Ϭ Ϭ ϴ ϭϬϳ ϭϭϬ Ϭ Ϭ ϮϭϳϬ͗ϰϱϰ ϭϴ ϯ ϭϳ Ϭ Ϭ ϳ ϯϱ ϭϮϭ ϰϱϱ ϭϮϲ ϰϱϴ Ϭ Ϭ Ϯϰϳ ϵϭϯϭ͗ϬϬϰ Ϯ Ϭ Ϭ ϲ ϭϭϵ ϭϮϲ Ϭ Ϭ Ϯϰϱϭ͗ϭϱϰ ϯ Ϭ Ϭ ϳ ϭϭϱ ϭϮϱ Ϭ Ϭ ϮϰϬϭ͗ϯϬϭ ϯ Ϭ Ϭ ϰ ϭϭϯ ϭϮϲ Ϭ Ϭ Ϯϯϵϭ͗ϰϱϮ ϭϭ ϯ ϭϭ Ϭ Ϭ ϱ ϮϮ ϭϮϱ ϰϳϮ ϭϯϭ ϱϬϴ Ϭ Ϭ Ϯϱϲ ϵϴϬϮ͗ϬϬϯ Ϯ Ϭ Ϭ ϱ ϭϮϳ ϭϭϳ Ϭ Ϭ ϮϰϰϮ͗ϭϱϭ Ϭ Ϭ Ϭ ϭ ϭϯϬ ϭϰϮ Ϭ Ϭ ϮϳϮϮ͗ϯϬϭ Ϯ Ϭ Ϭ ϯ ϭϮϰ ϭϰϲ Ϭ Ϭ ϮϳϬϮ͗ϰϱϮ ϳ Ϯ ϲ Ϭ Ϭ ϰ ϭϯ ϭϮϮ ϱϬϯ ϭϰϯ ϱϰϴ Ϭ Ϭ Ϯϲϱ ϭϬϱϭϯ͗ϬϬϬ Ϯ Ϭ Ϭ Ϯ ϭϯϰ ϭϲϰ Ϭ Ϭ Ϯϵϴϯ͗ϭϱϮ ϯ Ϭ Ϭ ϱ ϭϰϳ ϭϲϬ Ϭ Ϭ ϯϬϳϯ͗ϯϬϭ ϯ Ϭ Ϭ ϰ ϭϱϱ ϭϰϴ Ϭ Ϭ ϯϬϯϯ͗ϰϱϭ ϰ Ϯ ϭϬ Ϭ Ϭ ϯ ϭϰ ϭϱϵ ϱϵϱ ϭϱϭ ϲϮϯ Ϭ Ϭ ϯϭϬ ϭϮϭϴϰ͗ϬϬϭ ϲ Ϭ Ϭ ϳ ϭϱϱ ϭϰϵ Ϭ Ϭ ϯϬϰϰ͗ϭϱϰ ϱ Ϭ Ϭ ϵ ϭϰϱ ϭϱϯ Ϭ Ϭ Ϯϵϴϰ͗ϯϬϰ ϭϮ Ϭ Ϭ ϭϲ ϭϳϯ ϭϰϵ Ϭ Ϭ ϯϮϮϰ͗ϰϱϴ ϭϳ ϭϭ ϯϰ Ϭ Ϭ ϭϵ ϱϭ ϭϯϵ ϲϭϮ ϭϱϰ ϲϬϱ Ϭ Ϭ Ϯϵϯ ϭϮϭϳϱ͗ϬϬϭϰ ϭϱ Ϭ Ϭ Ϯϵ ϭϱϴ ϭϲϬ Ϭ Ϭ ϯϭϴϱ͗ϭϱϭϵ ϮϮ Ϭ Ϭ ϰϭ ϭϱϰ ϭϱϳ Ϭ Ϭ ϯϭϭϱ͗ϯϬϮϭ ϯϱ Ϭ Ϭ ϱϲ ϭϰϰ ϭϲϴ Ϭ Ϭ ϯϭϮϱ͗ϰϱϮϭ ϳϱ ϰϲ ϭϭϴ Ϭ Ϭ ϲϳ ϭϵϯ ϭϰϱ ϲϬϭ ϭϱϭ ϲϯϲ Ϭ Ϭ Ϯϵϲ ϭϮϯϳϲ͗ϬϬϯϰ ϰϱ Ϭ Ϭ ϳϵ ϭϯϮ ϭϯϮ Ϭ Ϭ Ϯϲϰϲ͗ϭϱϯϲ ϱϳ Ϭ Ϭ ϵϯ ϭϭϲ ϭϮϭ Ϭ Ϭ Ϯϯϳϲ͗ϯϬϱϬ ϲϲ Ϭ Ϭ ϭϭϲ ϵϱ ϭϬϴ Ϭ Ϭ ϮϬϯϲ͗ϰϱϳϱ ϭϵϱ ϵϮ ϮϲϬ Ϭ Ϭ ϭϲϳ ϰϱϱ ϵϰ ϰϯϳ ϵϲ ϰϱϳ Ϭ Ϭ ϭϵϬ ϴϵϰϳ͗ϬϬϴϭ ϭϰϮ Ϭ Ϭ ϮϮϯ ϴϳ ϵϵ Ϭ Ϭ ϭϴϲϳ͗ϭϱϭϮϱ ϭϲϮ Ϭ Ϭ Ϯϴϳ ϴϬ ϵϬ Ϭ Ϭ ϭϳϬϳ͗ϯϬϭϵϭ ϭϱϲ Ϭ Ϭ ϯϰϳ ϳϭ ϴϭ Ϭ Ϭ ϭϱϮϳ͗ϰϱϭϯϮ ϱϮϵ ϭϲϱ ϲϮϱ Ϭ Ϭ Ϯϵϳ ϭϭϱϰ ϲϵ ϯϬϳ ϳϭ ϯϰϭ Ϭ Ϭ ϭϰϬ ϲϰϴϴ͗ϬϬϭϬϲ ϭϮϵ Ϭ Ϭ Ϯϯϱ ϱϳ ϳϱ Ϭ Ϭ ϭϯϮϴ͗ϭϱϭϬϵ ϭϰϮ Ϭ Ϭ Ϯϱϭ ϲϭ ϲϳ Ϭ Ϭ ϭϮϴϴ͗ϯϬϭϬϲ ϭϬϭ Ϭ Ϭ ϮϬϳ ϱϴ ϳϭ Ϭ Ϭ ϭϮϵϴ͗ϰϱϭϬϵ ϰϯϬ ϴϳ ϰϱϵ Ϭ Ϭ ϭϵϲ ϴϴϵ ϱϭ ϮϮϳ ϴϮ Ϯϵϱ Ϭ Ϭ ϭϯϯ ϱϮϮϵ͗ϬϬϴϵ ϭϬϳ Ϭ Ϭ ϭϵϲ ϱϳ ϵϯ Ϭ Ϭ ϭϱϬϵ͗ϭϱϵϮ ϭϬϬ Ϭ Ϭ ϭϵϮ ϰϵ ϰϲ Ϭ Ϭ ϵϱϵ͗ϯϬϴϬ ϵϮ Ϭ Ϭ ϭϳϮ ϯϮ ϰϭ Ϭ Ϭ ϳϯϵ͗ϰϱϵϭ ϯϱϮ ϴϳ ϯϴϲ Ϭ Ϭ ϭϳϴ ϳϯϴ ϯϯ ϭϳϭ ϰϭ ϮϮϭ Ϭ Ϭ ϳϰ ϯϵϮϭϬ͗ϬϬϴϮ ϴϵ Ϭ Ϭ ϭϳϭ Ϯϲ Ϯϲ Ϭ Ϭ ϱϮϭϬ͗ϭϱϳϲ ϴϱ Ϭ Ϭ ϭϲϭ Ϯϲ Ϯϲ Ϭ Ϭ ϱϮϭϬ͗ϯϬϴϮ ϵϳ Ϭ Ϭ ϭϳϵ ϮϬ ϭϴ Ϭ Ϭ ϯϴϭϬ͗ϰϱϴϮ ϯϮϮ ϵϬ ϯϲϭ Ϭ Ϭ ϭϳϮ ϲϴϯ ϭϲ ϴϴ ϭϲ ϴϲ Ϭ Ϭ ϯϮ ϭϳϰϭϭ͗ϬϬϭϬϮ ϭϬϬ Ϭ Ϭ ϮϬϮ Ϯϯ ϭϳ Ϭ Ϭ ϰϬϭϭ͗ϭϱϭϬϲ ϭϮϲ Ϭ Ϭ ϮϯϮ ϭϲ ϮϬ Ϭ Ϭ ϯϲϭϭ͗ϯϬϭϭϱ ϭϭϵ Ϭ Ϭ Ϯϯϰ ϭϰ ϭϯ Ϭ Ϭ Ϯϳϭϭ͗ϰϱϭϮϬ ϰϰϯ ϭϬϲ ϰϱϭ Ϭ Ϭ ϮϮϲ ϴϵϰ ϵ ϲϮ ϵ ϱϵ Ϭ Ϭ ϭϴ ϭϮϭdKd>^ϮϰϬϯ ϮϳϯϴϱϭϰϭϰϱϯϬ ϰϴϯϳϵϯϲϳ^W>/dйϰϲ͘ϳй ϱϯ͘ϯйϯϱ͘ϰйϰϴ͘ϰй ϱϭ͘ϲйϲϰ͘ϲйE ^ tϲ͕ϵϯϯ ϳ͕ϱϳϱϬϬDWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϬϬϳ͗ϭϱϭϱ͗ϰϱ ϭϲ͗ϰϱϭϲ͗ϯϬDWŬsŽůƵŵĞϱϱϰ ϲϮϱϭϭϲϲϲϯϮ ϲϯϵϭϮϰϰWŬ,ƌ&ĂĐƚŽƌϬ͘ϳϮϱ Ϭ͘ϵϰϳϬ͘ϴϰϬϬ͘ϵϭϯ Ϭ͘ϵϱϭϬ͘ϵϲϲϳͲϵsŽůƵŵĞϵϱϵ ϭϬϴϰϬϬϮϬϰϯϭϮϭϯ ϭϮϰϭϬϬϮϰϱϰϳͲϵWĞĂŬ,ŽƵƌϳ͗ϭϱ ϳ͗ϬϬϳ͗ϭϱϭϲ͗ϯϬ ϭϲ͗ϰϱϭϲ͗ϯϬϳͲϵWŬsŽůƵŵĞϱϱϰ ϲϮϱϬ ϬϭϭϲϲϲϮϰ ϲϯϵϬ ϬϭϮϰϰWŬ,ƌ&ĂĐƚŽƌϬ͘ϳϮϱ Ϭ͘ϵϰϳϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϴϰϬϬ͘ϵϬϮ Ϭ͘ϵϱϭϬ͘ϬϬϬ Ϭ͘ϬϬϬϬ͘ϵϲϲWŬ,ƌ&ĂĐƚŽƌWDWĞĂŬ,ŽƵƌWDWŬsŽůƵŵĞWŬ,ƌ&ĂĐƚŽƌϰͲϲsŽůƵŵĞϰͲϲWĞĂŬ,ŽƵƌϰͲϲWŬsŽůƵŵĞdKd>^^W>/dй/>z dKd>^/>zdKd>^dŽƚĂůϭϰ͕ϱϬϴϮϮ͗ϯϬϮϮ͗ϰϱϮϯ͗ϬϬϮϯ͗ϭϱϮϯ͗ϯϬϮϯ͗ϰϱϮϭ͗ϬϬϮϭ͗ϭϱϮϭ͗ϯϬϮϭ͗ϰϱϮϮ͗ϬϬϮϮ͗ϭϱϭϵ͗ϯϬϭϵ͗ϰϱϮϬ͗ϬϬϮϬ͗ϭϱϮϬ͗ϯϬϮϬ͗ϰϱϭϴ͗ϬϬϭϴ͗ϭϱϭϴ͗ϯϬϭϴ͗ϰϱϭϵ͗ϬϬϭϵ͗ϭϱϭϲ͗ϯϬϭϲ͗ϰϱϭϳ͗ϬϬϭϳ͗ϭϱϭϳ͗ϯϬϭϳ͗ϰϱϭϱ͗ϬϬϭϱ͗ϭϱϭϱ͗ϯϬϭϱ͗ϰϱϭϲ͗ϬϬϭϲ͗ϭϱϭϯ͗ϯϬϭϯ͗ϰϱϭϰ͗ϬϬϭϰ͗ϭϱϭϰ͗ϯϬϭϰ͗ϰϱϭϮ͗ϬϬϭϮ͗ϭϱϭϮ͗ϯϬϭϮ͗ϰϱϭϯ͗ϬϬϭϯ͗ϭϱ/>zdKd>^dŽƚĂůϭϰ͕ϱϬϴdKd> WDWĞƌŝŽĚ dKd>WƌĞƉĂƌĞĚďLJE^ͬdsK>hD ĂŵŝŶŽĂƉŝƐƚƌĂŶŽĞƚ͘KƌƚĞŐĂ,ǁLJΘĞůKďŝƐƉŽ^ƚdŚƵƌƐĚĂLJs Z' ϭϭͬϯϬͬϮϬϭϳ T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» APPENDIX B ICU WORKSHEETS Existing AM Tue Jan 16, 2018 12:17:18 Page 2-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of ServiceIntersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C# 1 I-5 NB Ramps/Ortega C xxxxx 0.769 C xxxxx 0.769 + 0.000 V/C # 2 I-5 SB Ramps/Ortega B xxxxx 0.658 B xxxxx 0.658 + 0.000 V/C # 3 Del Obispo/Ortega A xxxxx 0.521 A xxxxx 0.521 + 0.000 V/C # 4 El Camino Real/Ortega A xxxxx 0.453 A xxxxx 0.453 + 0.000 V/C # 5 Camino Capistrano/Ortega A xxxxx 0.509 A xxxxx 0.509 + 0.000 V/C # 6 Camino Capistrano/Verdugo A xxxxx 0.444 A xxxxx 0.444 + 0.000 V/C # 7 Camino Capistrano/Forster D 26.2 0.257 D 26.2 0.257 + 0.000 D/V # 8 Camino Capistrano/Del Obispo B xxxxx 0.639 B xxxxx 0.639 + 0.000 V/C # 9 Paseo Adelanto/Del Obispo A xxxxx 0.568 A xxxxx 0.568 + 0.000 V/C # 10 Alipaz/Del Obispo A xxxxx 0.507 A xxxxx 0.507 + 0.000 V/C # 11 Via Belardes-Paseo Carolina/De A xxxxx 0.369 A xxxxx 0.369 + 0.000 V/C # 12 Aguacate/Del Obispo A xxxxx 0.505 A xxxxx 0.505 + 0.000 V/C # 13 Del Obispo/Calle Aspero A xxxxx 0.526 A xxxxx 0.526 + 0.000 V/C # 15 Del Obispo/Via Vermeulen A xxxxx 0.261 A xxxxx 0.261 + 0.000 V/C # 16 Del Obispo/Camino Del Avion C xxxxx 0.728 C xxxxx 0.728 + 0.000 V/C # 17 Alipaz/Via Positiva A xxxxx 0.383 A xxxxx 0.383 + 0.000 V/C # 18 Alipaz St/Camino Del Avion B 11.5 0.477 B 11.5 0.477 + 0.000 V/C # 20 Via Positiva/Camino Del Avion A xxxxx 0.501 A xxxxx 0.501 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 3-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #1 I-5 NB Ramps/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.769Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 46 Level Of Service: C********************************************************************************Street Name: I-5 NB Ramps OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 1 1 0 0 0 1 1 0 2 1 1 0 0 2 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 198 28 616 34 0 100 38 1390 698 0 1912 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 198 28 616 34 0 100 38 1390 698 0 1912 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 198 28 616 34 0 100 38 1390 698 0 1912 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 198 28 616 34 0 100 38 1390 698 0 1912 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 198 28 616 34 0 100 38 1390 698 0 1912 80 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.47 0.07 1.46 1.00 0.00 1.00 1.00 2.66 1.34 0.00 2.88 0.12 Final Sat.: 800 113 2487 1700 0 1700 1700 4527 2273 0 4895 205 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.25 0.25 0.25 0.02 0.00 0.06 0.02 0.31 0.31 0.00 0.39 0.39 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 4-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #2 I-5 SB Ramps/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.658Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 Level Of Service: B********************************************************************************Street Name: I-5 SB Ramps OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Include Include Ignore IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 3 0 1 2 0 2 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 1022 0 980 0 1048 170 346 684 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1022 0 980 0 1048 170 346 684 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1022 0 980 0 1048 0 346 684 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1022 0 980 0 1048 0 346 684 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1022 0 980 0 1048 0 346 684 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3400 0 5100 1700 3400 3400 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.29 0.00 0.21 0.00 0.10 0.20 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 5-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #3 Del Obispo/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.521Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Del Obispo OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 0 0 2 0 1 1 1 0 0 1 1 0 0 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 42 942 26 0 1042 536 432 4 74 4 2 18 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 942 26 0 1042 536 432 4 74 4 2 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 942 26 0 1042 536 432 4 74 4 2 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 942 26 0 1042 536 432 4 74 4 2 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 942 26 0 1042 536 432 4 74 4 2 18 OvlAdjVol: 318------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.92 0.08 0.00 2.00 1.00 1.98 0.02 1.00 1.00 0.10 0.90 Final Sat.: 1700 4963 137 0 3400 1700 3369 31 1700 1700 170 1530 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.19 0.19 0.00 0.31 0.32 0.13 0.13 0.04 0.00 0.01 0.01 OvlAdjV/S: 0.19Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 6-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #4 El Camino Real/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.453Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 22 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 19 109 85 196 42 72 5 162 16 58 253 231 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 109 85 196 42 72 5 162 16 58 253 231 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 109 85 196 42 72 5 162 16 58 253 231 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 109 85 196 42 72 5 162 16 58 253 231 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 109 85 196 42 72 5 162 16 58 253 231 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.09 0.51 0.40 0.82 0.18 1.00 0.05 1.78 0.17 0.21 0.94 0.85 Final Sat.: 152 870 678 1400 300 1700 93 3010 297 364 1587 1449 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.13 0.13 0.12 0.14 0.04 0.00 0.05 0.05 0.03 0.16 0.16 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 7-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #5 Camino Capistrano/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.509Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Camino Capistrano OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 413 31 153 512 0 0 0 0 128 0 215 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 413 31 153 512 0 0 0 0 128 0 215 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 413 31 153 512 0 0 0 0 128 0 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 413 31 153 512 0 0 0 0 128 0 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 413 31 153 512 0 0 0 0 128 0 215 OvlAdjVol: 0------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1700 1700 1700 1700 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.24 0.02 0.09 0.30 0.00 0.00 0.00 0.00 0.08 0.00 0.13 OvlAdjV/S: 0.00Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 8-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #6 Camino Capistrano/Verdugo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.444Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 21 Level Of Service: A********************************************************************************Street Name: Camino Capistrano VerdugoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 20 429 0 0 597 39 13 0 15 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 429 0 0 597 39 13 0 15 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 20 429 0 0 597 39 13 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 429 0 0 597 39 13 0 15 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 429 0 0 597 39 13 0 15 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 0.94 0.06 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1700 1700 0 0 1596 104 1700 0 1700 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.25 0.00 0.00 0.37 0.37 0.01 0.00 0.01 0.00 0.00 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 9-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative)********************************************************************************Intersection #7 Camino Capistrano/Forster********************************************************************************Average Delay (sec/veh): 1.3 Worst Case Level Of Service: D[ 26.2]********************************************************************************Street Name: Camino Capistrano ForsterApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop SignRights: Include Include Include IncludeLanes: 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1! 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 462 138 7 612 0 0 0 0 56 0 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 462 138 7 612 0 0 0 0 56 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 462 138 7 612 0 0 0 0 56 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 462 138 7 612 0 0 0 0 56 0 6 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 600 xxxx xxxxx xxxx xxxx xxxxx 1157 1157 531 Potent Cap.: xxxx xxxx xxxxx 987 xxxx xxxxx xxxx xxxx xxxxx 219 198 552 Move Cap.: xxxx xxxx xxxxx 987 xxxx xxxxx xxxx xxxx xxxxx 218 197 552 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.26 0.00 0.01 ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RTShared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 231 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.0 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 26.2 xxxxx Shared LOS: * * * * * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 26.2ApproachLOS: * * * D********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 10-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #8 Camino Capistrano/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.639Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 Level Of Service: B********************************************************************************Street Name: Camino Capistrano Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected ProtectedRights: Include Ovl Ovl IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 0 1 2 0 2 0 1 2 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 350 246 110 50 242 366 404 804 284 118 746 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 350 246 110 50 242 366 404 804 284 118 746 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 350 246 110 50 242 366 404 804 284 118 746 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 350 246 110 50 242 366 404 804 284 118 746 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 350 246 110 50 242 366 404 804 284 118 746 20 OvlAdjVol: 164 109------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 1.95 0.05 Final Sat.: 3400 1700 1700 1700 1700 1700 3400 3400 1700 3400 3311 89 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.14 0.06 0.03 0.14 0.22 0.12 0.24 0.17 0.03 0.23 0.23 OvlAdjV/S: 0.10 0.06Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 11-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #9 Paseo Adelanto/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.568Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 27 Level Of Service: A********************************************************************************Street Name: Paseo Adelanto Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Ovl Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0 2 0 2 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 0 50 36 0 14 18 1454 42 164 1282 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 0 50 36 0 14 18 1454 42 164 1282 26 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 14 0 50 36 0 14 18 1454 42 164 1282 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 0 50 36 0 14 18 1454 42 164 1282 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 14 0 50 36 0 14 18 1454 42 164 1282 26 OvlAdjVol: 0------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.94 0.06 2.00 2.00 1.00 Final Sat.: 1700 0 1700 1700 0 1700 1700 3305 95 3400 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.03 0.02 0.00 0.01 0.01 0.44 0.44 0.05 0.38 0.02 OvlAdjV/S: 0.00Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 12-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #10 Alipaz/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.507Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Alipaz Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Ovl Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 2 1 0 0 1 0 1 0 2 0 1 2 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 44 26 614 84 16 4 4 772 16 412 890 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 26 614 84 16 4 4 772 16 412 890 26 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 26 614 84 16 4 4 772 16 412 890 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 26 614 84 16 4 4 772 16 412 890 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 26 614 84 16 4 4 772 16 412 890 26 OvlAdjVol: 202------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 2.00 1.00 0.80 0.20 1.00 2.00 1.00 2.00 1.94 0.06 Final Sat.: 1700 1700 3400 1700 1360 340 1700 3400 1700 3400 3303 97 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.02 0.18 0.05 0.01 0.01 0.00 0.23 0.01 0.12 0.27 0.27 OvlAdjV/S: 0.06Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 13-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #11 Via Belardes-Paseo Carolina/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.369Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 19 Level Of Service: A********************************************************************************Street Name: Via Belardes-Paseo Carolina Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 16 4 80 28 4 30 12 666 14 48 844 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 4 80 28 4 30 12 666 14 48 844 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 4 80 28 4 30 12 666 14 48 844 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 4 80 28 4 30 12 666 14 48 844 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 4 80 28 4 30 12 666 14 48 844 24 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.80 0.20 1.00 0.88 0.12 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1360 340 1700 1488 213 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.01 0.05 0.02 0.02 0.02 0.01 0.20 0.01 0.03 0.25 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 14-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #12 Aguacate/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.505Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Aguacate Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 90 2 101 25 0 24 19 627 2 2 629 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 2 101 25 0 24 19 627 2 2 629 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 2 101 25 0 24 19 627 2 2 629 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 2 101 25 0 24 19 627 2 2 629 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 2 101 25 0 24 19 627 2 2 629 40 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.98 0.02 1.00 1.00 0.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1663 37 1700 1700 0 1700 1700 3400 1700 1700 1700 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.05 0.06 0.01 0.00 0.01 0.01 0.18 0.00 0.00 0.37 0.02 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 15-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #13 Del Obispo/Calle Aspero********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.526Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Del Obispo Calle AsperoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 32 553 17 15 681 52 66 0 63 23 0 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 32 553 17 15 681 52 66 0 63 23 0 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 32 553 17 15 681 52 66 0 63 23 0 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 553 17 15 681 52 66 0 63 23 0 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 32 553 17 15 681 52 66 0 63 23 0 31 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.94 0.06 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1700 3299 101 1700 1700 1700 1700 0 1700 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.17 0.17 0.01 0.40 0.03 0.04 0.00 0.04 0.01 0.00 0.02 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 16-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #15 Del Obispo/Via Vermeulen********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.261Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 16 Level Of Service: A********************************************************************************Street Name: Del Obispo Via VermeulenApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 599 5 5 700 0 0 0 0 9 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 599 5 5 700 0 0 0 0 9 0 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 599 5 5 700 0 0 0 0 9 0 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 599 5 5 700 0 0 0 0 9 0 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 599 5 5 700 0 0 0 0 9 0 3 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.98 0.02 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3372 28 1700 3400 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.18 0.18 0.00 0.21 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 17-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #16 Del Obispo/Camino Del Avion********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.728Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 Level Of Service: C********************************************************************************Street Name: Del Obispo Camino Del AvionApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 1 1 0 1 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 239 240 188 32 315 435 299 225 219 257 227 66 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 239 240 188 32 315 435 299 225 219 257 227 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 239 240 188 32 315 435 299 225 219 257 227 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 239 240 188 32 315 435 299 225 219 257 227 66 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 239 240 188 32 315 435 299 225 219 257 227 66 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.12 0.88 1.00 2.00 1.00 2.00 1.01 0.99 1.00 1.55 0.45 Final Sat.: 1700 1907 1493 1700 3400 1700 3400 1723 1677 1700 2634 766 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.13 0.13 0.02 0.09 0.26 0.09 0.13 0.13 0.15 0.09 0.09 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 18-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #17 Alipaz/Via Positiva********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.383Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 19 Level Of Service: A********************************************************************************Street Name: Alipaz Via PositivaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 0 1! 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 10 333 1 3 332 318 209 0 6 4 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 333 1 3 332 318 209 0 6 4 0 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 333 1 3 332 318 209 0 6 4 0 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 333 1 3 332 318 209 0 6 4 0 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 333 1 3 332 318 209 0 6 4 0 11 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.00 1.00 0.97 0.00 0.03 0.27 0.00 0.73 Final Sat.: 1700 3390 10 1700 1700 1700 1653 0 47 453 0 1247 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.10 0.10 0.00 0.20 0.19 0.12 0.00 0.13 0.00 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 19-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative)********************************************************************************Intersection #18 Alipaz St/Camino Del Avion********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.477Loss Time (sec): 0 Average Delay (sec/veh): 11.5Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Alipaz Street Camino Del AvionApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop SignRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 18 18 0 0 8 364 245 0 5 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 18 0 0 8 364 245 0 5 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 18 0 0 8 364 245 0 5 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 18 0 0 8 364 245 0 5 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 18 0 0 8 364 245 0 5 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 0.50 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 307 307 0 0 659 763 586 0 720 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.06 xxxx xxxx 0.01 0.48 0.42 xxxx 0.01 xxxx xxxx xxxx Crit Moves: **** **** ****Delay/Veh: 8.9 8.9 0.0 0.0 8.1 11.2 12.6 0.0 7.5 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.9 8.9 0.0 0.0 8.1 11.2 12.6 0.0 7.5 0.0 0.0 0.0 LOS by Move: A A * * A B B * A * * * ApproachDel: 8.9 11.1 12.5 xxxxxxDelay Adj: 1.00 1.00 1.00 xxxxxApprAdjDel: 8.9 11.1 12.5 xxxxxxLOS by Appr: A B B *AllWayAvgQ: 0.1 0.1 0.1 0.0 0.0 0.8 0.6 0.0 0.0 0.0 0.0 0.0 ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Tue Jan 16, 2018 12:17:18 Page 20-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #20 Via Positiva/Camino Del Avion********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.501Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Via Positiva Camino Del AvionApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Prot+Permit Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 36 0 132 360 208 0 0 328 222 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 36 0 132 360 208 0 0 328 222 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 36 0 132 360 208 0 0 328 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 36 0 132 360 208 0 0 328 222 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 36 0 132 360 208 0 0 328 222 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.19 0.81 Final Sat.: 0 0 0 1700 0 1700 1700 3400 0 0 2028 1372 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.08 0.21 0.06 0.00 0.00 0.16 0.16 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 2-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of ServiceIntersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C# 1 I-5 NB Ramps/Ortega B xxxxx 0.683 B xxxxx 0.683 + 0.000 V/C # 2 I-5 SB Ramps/Ortega B xxxxx 0.653 B xxxxx 0.653 + 0.000 V/C # 3 Del Obispo/Ortega A xxxxx 0.508 A xxxxx 0.508 + 0.000 V/C # 4 El Camino Real/Ortega A xxxxx 0.404 A xxxxx 0.404 + 0.000 V/C # 5 Camino Capistrano/Ortega A xxxxx 0.482 A xxxxx 0.482 + 0.000 V/C # 6 Camino Capistrano/Verdugo A xxxxx 0.508 A xxxxx 0.508 + 0.000 V/C # 7 Camino Capistrano/Forster D 33.0 0.377 D 33.0 0.377 + 0.000 D/V # 8 Camino Capistrano/Del Obispo B xxxxx 0.622 B xxxxx 0.622 + 0.000 V/C # 9 Paseo Adelanto/Del Obispo A xxxxx 0.541 A xxxxx 0.541 + 0.000 V/C # 10 Alipaz/Del Obispo A xxxxx 0.431 A xxxxx 0.431 + 0.000 V/C # 11 Via Belardes-Paseo Carolina/De A xxxxx 0.322 A xxxxx 0.322 + 0.000 V/C # 12 Aguacate/Del Obispo A xxxxx 0.461 A xxxxx 0.461 + 0.000 V/C # 13 Del Obispo/Calle Aspero A xxxxx 0.464 A xxxxx 0.464 + 0.000 V/C # 15 Del Obispo/Via Vermeulen A xxxxx 0.246 A xxxxx 0.246 + 0.000 V/C # 16 Del Obispo/Camino Del Avion A xxxxx 0.599 A xxxxx 0.599 + 0.000 V/C # 17 Alipaz/Via Positiva A xxxxx 0.292 A xxxxx 0.292 + 0.000 V/C # 18 Alipaz St/Camino Del Avion B 11.4 0.484 B 11.4 0.484 + 0.000 V/C # 20 Via Positiva/Camino Del Avion A xxxxx 0.214 A xxxxx 0.214 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 3-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #1 I-5 NB Ramps/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.683Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 35 Level Of Service: B********************************************************************************Street Name: I-5 NB Ramps OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 1 1 0 0 0 1 1 0 2 1 1 0 0 2 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 184 24 398 58 0 108 60 1394 526 0 1728 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 184 24 398 58 0 108 60 1394 526 0 1728 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 184 24 398 58 0 108 60 1394 526 0 1728 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 24 398 58 0 108 60 1394 526 0 1728 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 184 24 398 58 0 108 60 1394 526 0 1728 88 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.61 0.08 1.31 1.00 0.00 1.00 1.00 2.90 1.10 0.00 2.85 0.15 Final Sat.: 1032 135 2233 1700 0 1700 1700 4937 1863 0 4853 247 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.18 0.18 0.18 0.03 0.00 0.06 0.04 0.28 0.28 0.00 0.36 0.36 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 4-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #2 I-5 SB Ramps/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.653Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 Level Of Service: B********************************************************************************Street Name: I-5 SB Ramps OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Include Include Ignore IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 3 0 1 2 0 2 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 904 0 800 0 1072 172 432 738 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 904 0 800 0 1072 172 432 738 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 904 0 800 0 1072 0 432 738 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 904 0 800 0 1072 0 432 738 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 904 0 800 0 1072 0 432 738 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3400 0 5100 1700 3400 3400 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.24 0.00 0.21 0.00 0.13 0.22 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 5-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #3 Del Obispo/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.508Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Del Obispo OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 0 0 2 0 1 1 1 0 0 1 1 0 0 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 88 938 26 0 1042 508 292 6 88 10 4 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 938 26 0 1042 508 292 6 88 10 4 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 938 26 0 1042 508 292 6 88 10 4 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 938 26 0 1042 508 292 6 88 10 4 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 938 26 0 1042 508 292 6 88 10 4 16 OvlAdjVol: 359------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.92 0.08 0.00 2.00 1.00 1.96 0.04 1.00 1.00 0.20 0.80 Final Sat.: 1700 4962 138 0 3400 1700 3332 68 1700 1700 340 1360 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.19 0.19 0.00 0.31 0.30 0.09 0.09 0.05 0.01 0.01 0.01 OvlAdjV/S: 0.21Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 6-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #4 El Camino Real/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.404Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 20 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 74 89 120 29 29 7 181 16 90 333 176 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 74 89 120 29 29 7 181 16 90 333 176 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 74 89 120 29 29 7 181 16 90 333 176 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 74 89 120 29 29 7 181 16 90 333 176 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 74 89 120 29 29 7 181 16 90 333 176 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.07 0.42 0.51 0.81 0.19 1.00 0.07 1.77 0.16 0.30 1.11 0.59 Final Sat.: 117 719 865 1369 331 1700 117 3017 267 511 1890 999 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.10 0.10 0.07 0.09 0.02 0.00 0.06 0.06 0.05 0.18 0.18 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 7-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #5 Camino Capistrano/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.482Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 23 Level Of Service: A********************************************************************************Street Name: Camino Capistrano OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 428 117 88 414 0 0 0 0 218 0 156 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 428 117 88 414 0 0 0 0 218 0 156 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 428 117 88 414 0 0 0 0 218 0 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 428 117 88 414 0 0 0 0 218 0 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 428 117 88 414 0 0 0 0 218 0 156 OvlAdjVol: 0------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1700 1700 1700 1700 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.25 0.07 0.05 0.24 0.00 0.00 0.00 0.00 0.13 0.00 0.09 OvlAdjV/S: 0.00Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 8-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #6 Camino Capistrano/Verdugo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.508Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Camino Capistrano VerdugoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 72 466 0 0 524 105 77 0 61 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 466 0 0 524 105 77 0 61 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 466 0 0 524 105 77 0 61 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 466 0 0 524 105 77 0 61 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 466 0 0 524 105 77 0 61 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 0.83 0.17 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1700 1700 0 0 1416 284 1700 0 1700 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.27 0.00 0.00 0.37 0.37 0.05 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 9-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative)********************************************************************************Intersection #7 Camino Capistrano/Forster********************************************************************************Average Delay (sec/veh): 2.1 Worst Case Level Of Service: D[ 33.0]********************************************************************************Street Name: Camino Capistrano ForsterApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop SignRights: Include Include Include IncludeLanes: 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1! 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 541 112 17 596 0 0 0 0 74 0 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 541 112 17 596 0 0 0 0 74 0 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 541 112 17 596 0 0 0 0 74 0 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 541 112 17 596 0 0 0 0 74 0 8 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 653 xxxx xxxxx xxxx xxxx xxxxx 1227 1227 597 Potent Cap.: xxxx xxxx xxxxx 943 xxxx xxxxx xxxx xxxx xxxxx 199 180 507 Move Cap.: xxxx xxxx xxxxx 943 xxxx xxxxx xxxx xxxx xxxxx 196 177 507 Volume/Cap: xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.38 0.00 0.02 ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RTShared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 209 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.8 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 33.0 xxxxx Shared LOS: * * * * * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 33.0ApproachLOS: * * * D********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 10-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #8 Camino Capistrano/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.622Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 30 Level Of Service: B********************************************************************************Street Name: Camino Capistrano Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected ProtectedRights: Include Ovl Ovl IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 0 1 2 0 2 0 1 2 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 446 272 184 68 240 390 328 644 268 110 662 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 446 272 184 68 240 390 328 644 268 110 662 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 446 272 184 68 240 390 328 644 268 110 662 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 446 272 184 68 240 390 328 644 268 110 662 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 446 272 184 68 240 390 328 644 268 110 662 30 OvlAdjVol: 226 45------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 1.91 0.09 Final Sat.: 3400 1700 1700 1700 1700 1700 3400 3400 1700 3400 3253 147 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.16 0.11 0.04 0.14 0.23 0.10 0.19 0.16 0.03 0.20 0.20 OvlAdjV/S: 0.13 0.03Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 11-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #9 Paseo Adelanto/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.541Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 26 Level Of Service: A********************************************************************************Street Name: Paseo Adelanto Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Ovl Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0 2 0 2 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 68 4 164 30 4 16 16 1070 26 114 1362 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 68 4 164 30 4 16 16 1070 26 114 1362 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 4 164 30 4 16 16 1070 26 114 1362 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 4 164 30 4 16 16 1070 26 114 1362 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 68 4 164 30 4 16 16 1070 26 114 1362 40 OvlAdjVol: 107------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.94 0.06 1.00 1.00 0.20 0.80 1.00 1.95 0.05 2.00 2.00 1.00 Final Sat.: 1606 94 1700 1700 340 1360 1700 3319 81 3400 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.04 0.10 0.02 0.01 0.01 0.01 0.32 0.32 0.03 0.40 0.02 OvlAdjV/S: 0.06Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 12-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #10 Alipaz/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.431Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 21 Level Of Service: A********************************************************************************Street Name: Alipaz Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Ovl Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 2 1 0 0 1 0 1 0 2 0 1 2 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 6 444 34 8 8 8 624 26 580 824 46 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 6 444 34 8 8 8 624 26 580 824 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 6 444 34 8 8 8 624 26 580 824 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 6 444 34 8 8 8 624 26 580 824 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 6 444 34 8 8 8 624 26 580 824 46 OvlAdjVol: 0------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 2.00 1.00 0.50 0.50 1.00 2.00 1.00 2.00 1.89 0.11 Final Sat.: 1700 1700 3400 1700 850 850 1700 3400 1700 3400 3220 180 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.13 0.02 0.01 0.01 0.00 0.18 0.02 0.17 0.26 0.26 OvlAdjV/S: 0.00Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 13-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #11 Via Belardes-Paseo Carolina/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.322Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 18 Level Of Service: A********************************************************************************Street Name: Via Belardes-Paseo Carolina Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 0 84 20 2 10 18 542 22 88 682 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 0 84 20 2 10 18 542 22 88 682 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 14 0 84 20 2 10 18 542 22 88 682 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 0 84 20 2 10 18 542 22 88 682 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 14 0 84 20 2 10 18 542 22 88 682 30 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.91 0.09 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 0 1700 1545 155 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.05 0.01 0.01 0.01 0.01 0.16 0.01 0.05 0.20 0.02 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 14-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #12 Aguacate/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.461Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 22 Level Of Service: A********************************************************************************Street Name: Aguacate Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 0 9 35 0 16 18 522 1 2 636 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 0 9 35 0 16 18 522 1 2 636 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 14 0 9 35 0 16 18 522 1 2 636 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 0 9 35 0 16 18 522 1 2 636 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 14 0 9 35 0 16 18 522 1 2 636 28 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1700 0 1700 1700 0 1700 1700 3400 1700 1700 1700 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.01 0.02 0.00 0.01 0.01 0.15 0.00 0.00 0.37 0.02 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 15-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #13 Del Obispo/Calle Aspero********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.464Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 22 Level Of Service: A********************************************************************************Street Name: Del Obispo Calle AsperoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 52 467 28 35 577 60 54 0 39 18 0 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 467 28 35 577 60 54 0 39 18 0 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 52 467 28 35 577 60 54 0 39 18 0 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 467 28 35 577 60 54 0 39 18 0 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 52 467 28 35 577 60 54 0 39 18 0 21 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.89 0.11 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1700 3208 192 1700 1700 1700 1700 0 1700 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.15 0.15 0.02 0.34 0.04 0.03 0.00 0.02 0.01 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 16-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #15 Del Obispo/Via Vermeulen********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.246Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 16 Level Of Service: A********************************************************************************Street Name: Del Obispo Via VermeulenApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 531 4 16 616 0 0 0 0 26 0 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 531 4 16 616 0 0 0 0 26 0 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 531 4 16 616 0 0 0 0 26 0 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 531 4 16 616 0 0 0 0 26 0 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 531 4 16 616 0 0 0 0 26 0 16 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.99 0.01 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3375 25 1700 3400 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.16 0.16 0.01 0.18 0.00 0.00 0.00 0.00 0.02 0.00 0.01 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 17-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #16 Del Obispo/Camino Del Avion********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.599Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 29 Level Of Service: A********************************************************************************Street Name: Del Obispo Camino Del AvionApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 1 1 0 1 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 216 286 188 31 245 375 286 213 191 141 124 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 286 188 31 245 375 286 213 191 141 124 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 216 286 188 31 245 375 286 213 191 141 124 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 286 188 31 245 375 286 213 191 141 124 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 216 286 188 31 245 375 286 213 191 141 124 38 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.21 0.79 1.00 2.00 1.00 2.00 1.05 0.95 1.00 1.53 0.47 Final Sat.: 1700 2051 1349 1700 3400 1700 3400 1793 1607 1700 2602 798 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.14 0.14 0.02 0.07 0.22 0.08 0.12 0.12 0.08 0.05 0.05 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 18-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #17 Alipaz/Via Positiva********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.292Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 17 Level Of Service: A********************************************************************************Street Name: Alipaz Via PositivaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 0 1! 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 297 4 11 277 148 125 0 4 2 0 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 297 4 11 277 148 125 0 4 2 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 297 4 11 277 148 125 0 4 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 297 4 11 277 148 125 0 4 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 297 4 11 277 148 125 0 4 2 0 6 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 1.00 1.00 0.97 0.00 0.03 0.25 0.00 0.75 Final Sat.: 1700 3355 45 1700 1700 1700 1647 0 53 425 0 1275 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.09 0.09 0.01 0.16 0.09 0.07 0.00 0.08 0.00 0.00 0.00 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 19-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative)********************************************************************************Intersection #18 Alipaz St/Camino Del Avion********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.484Loss Time (sec): 0 Average Delay (sec/veh): 11.4Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Alipaz Street Camino Del AvionApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop SignRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 8 10 0 0 15 231 304 0 12 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 10 0 0 15 231 304 0 12 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 10 0 0 15 231 304 0 12 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 10 0 0 15 231 304 0 12 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 10 0 0 15 231 304 0 12 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.44 0.56 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 271 339 0 0 637 733 628 0 785 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.03 xxxx xxxx 0.02 0.32 0.48 xxxx 0.02 xxxx xxxx xxxx Crit Moves: **** **** ****Delay/Veh: 8.7 8.7 0.0 0.0 8.2 9.4 13.3 0.0 7.2 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.7 8.7 0.0 0.0 8.2 9.4 13.3 0.0 7.2 0.0 0.0 0.0 LOS by Move: A A * * A A B * A * * * ApproachDel: 8.7 9.4 13.0 xxxxxxDelay Adj: 1.00 1.00 1.00 xxxxxApprAdjDel: 8.7 9.4 13.0 xxxxxxLOS by Appr: A A B *AllWayAvgQ: 0.0 0.0 0.0 0.0 0.0 0.4 0.9 0.0 0.0 0.0 0.0 0.0 ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Tue Jan 16, 2018 12:18:00 Page 20-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #20 Via Positiva/Camino Del Avion********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.214Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 16 Level Of Service: A********************************************************************************Street Name: Via Positiva Camino Del AvionApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Prot+Permit Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 14 0 66 106 296 0 0 182 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 14 0 66 106 296 0 0 182 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 66 106 296 0 0 182 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 14 0 66 106 296 0 0 182 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 14 0 66 106 296 0 0 182 32 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.70 0.30 Final Sat.: 0 0 0 1700 0 1700 1700 3400 0 0 2892 508 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.04 0.06 0.09 0.00 0.00 0.06 0.06 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 I-5 NB Ramps/Ortega C xxxxx 0.770 C xxxxx 0.770 + 0.000 V/C # 2 I-5 SB Ramps/Ortega B xxxxx 0.664 B xxxxx 0.664 + 0.000 V/C # 3 Del Obispo/Ortega A xxxxx 0.524 A xxxxx 0.524 + 0.000 V/C # 4 El Camino Real/Ortega A xxxxx 0.453 A xxxxx 0.453 + 0.000 V/C # 5 Camino Capistrano/Ortega A xxxxx 0.512 A xxxxx 0.512 + 0.000 V/C # 6 Camino Capistrano/Verdugo A xxxxx 0.444 A xxxxx 0.444 + 0.000 V/C # 7 Camino Capistrano/Forster D 26.4 0.259 D 26.4 0.259 + 0.000 D/V # 8 Camino Capistrano/Del Obispo B xxxxx 0.644 B xxxxx 0.644 + 0.000 V/C # 9 Paseo Adelanto/Del Obispo A xxxxx 0.581 A xxxxx 0.581 + 0.000 V/C # 10 Alipaz/Del Obispo A xxxxx 0.521 A xxxxx 0.521 + 0.000 V/C # 11 Via Belardes-Paseo Carolina/De A xxxxx 0.371 A xxxxx 0.371 + 0.000 V/C # 12 Aguacate/Del Obispo A xxxxx 0.511 A xxxxx 0.511 + 0.000 V/C # 13 Del Obispo/Calle Aspero A xxxxx 0.532 A xxxxx 0.532 + 0.000 V/C # 14 Del Obispo/Via Pimienta-Proj D A xxxxx 0.511 A xxxxx 0.511 + 0.000 V/C # 15 Del Obispo/Via Vermeulen A xxxxx 0.270 A xxxxx 0.270 + 0.000 V/C # 16 Del Obispo/Camino Del Avion C xxxxx 0.741 C xxxxx 0.741 + 0.000 V/C # 17 Alipaz/Via Positiva A xxxxx 0.400 A xxxxx 0.400 + 0.000 V/C # 18 Alipaz St/Camino Del Avion B 11.5 0.477 B 11.5 0.477 + 0.000 V/C # 19 Project Driveway/Via Positiva B 12.2 0.059 B 12.2 0.059 + 0.000 D/V # 20 Via Positiva/Camino Del Avion A xxxxx 0.510 A xxxxx 0.510 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 I-5 NB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.770Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 46 Level Of Service: C********************************************************************************Street Name: I-5 NB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 1 1 0 0 0 1 1 0 2 1 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 198 28 616 34 0 100 38 1397 724 0 1914 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 198 28 616 34 0 100 38 1397 724 0 1914 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 198 28 616 34 0 100 38 1397 724 0 1914 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 198 28 616 34 0 100 38 1397 724 0 1914 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 198 28 616 34 0 100 38 1397 724 0 1914 80 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.47 0.07 1.46 1.00 0.00 1.00 1.00 2.63 1.37 0.00 2.88 0.12 Final Sat.: 800 113 2487 1700 0 1700 1700 4479 2321 0 4895 205 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.25 0.25 0.25 0.02 0.00 0.06 0.02 0.31 0.31 0.00 0.39 0.39 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 I-5 SB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.664Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 34 Level Of Service: B********************************************************************************Street Name: I-5 SB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 3 0 1 2 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 1022 0 989 0 1081 170 346 686 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1022 0 989 0 1081 170 346 686 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1022 0 989 0 1081 0 346 686 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1022 0 989 0 1081 0 346 686 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1022 0 989 0 1081 0 346 686 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3400 0 5100 1700 3400 3400 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.29 0.00 0.21 0.00 0.10 0.20 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Del Obispo/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.524Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Del Obispo Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 0 0 2 0 1 1 1 0 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 42 975 26 0 1053 536 432 4 74 4 2 18 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 975 26 0 1053 536 432 4 74 4 2 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 975 26 0 1053 536 432 4 74 4 2 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 975 26 0 1053 536 432 4 74 4 2 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 975 26 0 1053 536 432 4 74 4 2 18 OvlAdjVol: 318 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.92 0.08 0.00 2.00 1.00 1.98 0.02 1.00 1.00 0.10 0.90 Final Sat.: 1700 4968 132 0 3400 1700 3369 31 1700 1700 170 1530 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.20 0.20 0.00 0.31 0.32 0.13 0.13 0.04 0.00 0.01 0.01 OvlAdjV/S: 0.19 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 El Camino Real/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.453Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 22 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 19 109 85 196 42 72 5 162 16 58 253 231 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 109 85 196 42 72 5 162 16 58 253 231 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 109 85 196 42 72 5 162 16 58 253 231 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 109 85 196 42 72 5 162 16 58 253 231 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 109 85 196 42 72 5 162 16 58 253 231 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.09 0.51 0.40 0.82 0.18 1.00 0.05 1.78 0.17 0.21 0.94 0.85 Final Sat.: 152 870 678 1400 300 1700 93 3010 297 364 1587 1449 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.13 0.13 0.12 0.14 0.04 0.00 0.05 0.05 0.03 0.16 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Camino Capistrano/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.512Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 417 31 153 513 0 0 0 0 128 0 215 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 417 31 153 513 0 0 0 0 128 0 215 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 417 31 153 513 0 0 0 0 128 0 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 417 31 153 513 0 0 0 0 128 0 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 417 31 153 513 0 0 0 0 128 0 215 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1700 1700 1700 1700 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.25 0.02 0.09 0.30 0.00 0.00 0.00 0.00 0.08 0.00 0.13 OvlAdjV/S: 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Camino Capistrano/Verdugo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.444Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 21 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Verdugo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 20 433 0 0 598 39 13 0 15 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 433 0 0 598 39 13 0 15 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 20 433 0 0 598 39 13 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 433 0 0 598 39 13 0 15 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 433 0 0 598 39 13 0 15 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 0.94 0.06 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1700 1700 0 0 1596 104 1700 0 1700 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.25 0.00 0.00 0.37 0.37 0.01 0.00 0.01 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #7 Camino Capistrano/Forster ********************************************************************************Average Delay (sec/veh): 1.3 Worst Case Level Of Service: D[ 26.4]********************************************************************************Street Name: Camino Capistrano Forster Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 466 138 7 613 0 0 0 0 56 0 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 466 138 7 613 0 0 0 0 56 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 466 138 7 613 0 0 0 0 56 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 466 138 7 613 0 0 0 0 56 0 6 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 604 xxxx xxxxx xxxx xxxx xxxxx 1162 1162 535 Potent Cap.: xxxx xxxx xxxxx 984 xxxx xxxxx xxxx xxxx xxxxx 218 197 549 Move Cap.: xxxx xxxx xxxxx 984 xxxx xxxxx xxxx xxxx xxxxx 216 195 549 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.26 0.00 0.01 ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 230 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.1 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 26.4 xxxxx Shared LOS: * * * * * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 26.4ApproachLOS: * * * D ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Camino Capistrano/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.644Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 Level Of Service: B********************************************************************************Street Name: Camino Capistrano Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 0 1 2 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 352 246 110 50 242 367 408 837 289 118 757 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 246 110 50 242 367 408 837 289 118 757 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 246 110 50 242 367 408 837 289 118 757 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 246 110 50 242 367 408 837 289 118 757 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 246 110 50 242 367 408 837 289 118 757 20 OvlAdjVol: 163 113 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 1.95 0.05 Final Sat.: 3400 1700 1700 1700 1700 1700 3400 3400 1700 3400 3312 88 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.14 0.06 0.03 0.14 0.22 0.12 0.25 0.17 0.03 0.23 0.23 OvlAdjV/S: 0.10 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Paseo Adelanto/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.581Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 28 Level Of Service: A********************************************************************************Street Name: Paseo Adelanto Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 15 0 50 36 0 15 22 1496 45 164 1296 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 0 50 36 0 15 22 1496 45 164 1296 26 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 0 50 36 0 15 22 1496 45 164 1296 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 0 50 36 0 15 22 1496 45 164 1296 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 0 50 36 0 15 22 1496 45 164 1296 26 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.94 0.06 2.00 2.00 1.00 Final Sat.: 1700 0 1700 1700 0 1700 1700 3301 99 3400 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.03 0.02 0.00 0.01 0.01 0.45 0.45 0.05 0.38 0.02 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 Alipaz/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.521Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Alipaz Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 2 1 0 0 1 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 44 26 638 84 16 4 4 797 16 420 899 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 26 638 84 16 4 4 797 16 420 899 26 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 26 638 84 16 4 4 797 16 420 899 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 26 638 84 16 4 4 797 16 420 899 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 26 638 84 16 4 4 797 16 420 899 26 OvlAdjVol: 218 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 2.00 1.00 0.80 0.20 1.00 2.00 1.00 2.00 1.94 0.06 Final Sat.: 1700 1700 3400 1700 1360 340 1700 3400 1700 3400 3304 96 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.02 0.19 0.05 0.01 0.01 0.00 0.23 0.01 0.12 0.27 0.27 OvlAdjV/S: 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #11 Via Belardes-Paseo Carolina/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.371Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 19 Level Of Service: A********************************************************************************Street Name: Via Belardes-Paseo Carolina Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 16 4 80 28 4 30 12 693 14 48 853 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 4 80 28 4 30 12 693 14 48 853 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 4 80 28 4 30 12 693 14 48 853 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 4 80 28 4 30 12 693 14 48 853 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 4 80 28 4 30 12 693 14 48 853 24 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.80 0.20 1.00 0.88 0.12 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1360 340 1700 1488 213 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.01 0.05 0.02 0.02 0.02 0.01 0.20 0.01 0.03 0.25 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 Aguacate/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.511Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Aguacate Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 90 2 101 25 0 24 19 654 3 2 638 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 2 101 25 0 24 19 654 3 2 638 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 2 101 25 0 24 19 654 3 2 638 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 2 101 25 0 24 19 654 3 2 638 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 2 101 25 0 24 19 654 3 2 638 40 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.98 0.02 1.00 1.00 0.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1663 37 1700 1700 0 1700 1700 3400 1700 1700 1700 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.05 0.06 0.01 0.00 0.01 0.01 0.19 0.00 0.00 0.38 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 Del Obispo/Calle Aspero ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.532Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Del Obispo Calle Aspero Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 32 581 17 15 691 52 66 0 63 23 0 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 32 581 17 15 691 52 66 0 63 23 0 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 32 581 17 15 691 52 66 0 63 23 0 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 581 17 15 691 52 66 0 63 23 0 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 32 581 17 15 691 52 66 0 63 23 0 31 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.94 0.06 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1700 3303 97 1700 1700 1700 1700 0 1700 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.18 0.18 0.01 0.41 0.03 0.04 0.00 0.04 0.01 0.00 0.02 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 Del Obispo/Via Pimienta-Proj Dwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.511Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Pimienta-Proj Dwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 3 592 10 10 727 5 14 0 9 30 0 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 592 10 10 727 5 14 0 9 30 0 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 592 10 10 727 5 14 0 9 30 0 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 592 10 10 727 5 14 0 9 30 0 29 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 592 10 10 727 5 14 0 9 30 0 29 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 1.00 1.00 0.61 0.00 0.39 1.00 0.00 1.00 Final Sat.: 1700 3344 56 1700 1700 1700 1035 0 665 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.18 0.18 0.01 0.43 0.00 0.01 0.00 0.01 0.02 0.00 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 Del Obispo/Via Vermeulen ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.270Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 17 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Vermeulen Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 609 5 5 730 0 0 0 0 9 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 609 5 5 730 0 0 0 0 9 0 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 609 5 5 730 0 0 0 0 9 0 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 609 5 5 730 0 0 0 0 9 0 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 609 5 5 730 0 0 0 0 9 0 3 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.98 0.02 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3372 28 1700 3400 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.18 0.18 0.00 0.21 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 Del Obispo/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.741Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 Level Of Service: C********************************************************************************Street Name: Del Obispo Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 239 245 190 32 331 449 304 227 219 264 231 66 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 239 245 190 32 331 449 304 227 219 264 231 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 239 245 190 32 331 449 304 227 219 264 231 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 239 245 190 32 331 449 304 227 219 264 231 66 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 239 245 190 32 331 449 304 227 219 264 231 66 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.13 0.87 1.00 2.00 1.00 2.00 1.02 0.98 1.00 1.56 0.44 Final Sat.: 1700 1915 1485 1700 3400 1700 3400 1730 1670 1700 2644 756 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.13 0.13 0.02 0.10 0.26 0.09 0.13 0.13 0.16 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 Alipaz/Via Positiva ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.400Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 20 Level Of Service: A********************************************************************************Street Name: Alipaz Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 10 333 1 3 332 328 238 0 6 4 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 333 1 3 332 328 238 0 6 4 0 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 333 1 3 332 328 238 0 6 4 0 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 333 1 3 332 328 238 0 6 4 0 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 333 1 3 332 328 238 0 6 4 0 11 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.00 1.00 0.98 0.00 0.02 0.27 0.00 0.73 Final Sat.: 1700 3390 10 1700 1700 1700 1658 0 42 453 0 1247 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.10 0.10 0.00 0.20 0.19 0.14 0.00 0.14 0.00 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #18 Alipaz St/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.477Loss Time (sec): 0 Average Delay (sec/veh): 11.5Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Alipaz Street Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 18 18 0 0 8 364 245 0 5 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 18 0 0 8 364 245 0 5 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 18 0 0 8 364 245 0 5 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 18 0 0 8 364 245 0 5 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 18 0 0 8 364 245 0 5 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 0.50 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 307 307 0 0 659 763 586 0 720 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.06 xxxx xxxx 0.01 0.48 0.42 xxxx 0.01 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 8.9 8.9 0.0 0.0 8.1 11.2 12.6 0.0 7.5 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.9 8.9 0.0 0.0 8.1 11.2 12.6 0.0 7.5 0.0 0.0 0.0 LOS by Move: A A * * A B B * A * * * ApproachDel: 8.9 11.1 12.5 xxxxxxDelay Adj: 1.00 1.00 1.00 xxxxxApprAdjDel: 8.9 11.1 12.5 xxxxxxLOS by Appr: A B B * AllWayAvgQ: 0.1 0.1 0.1 0.0 0.0 0.8 0.6 0.0 0.0 0.0 0.0 0.0 ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #19 Project Driveway/Via Positiva ********************************************************************************Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 12.2]********************************************************************************Street Name: Project Driveway Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 29 0 11 4 215 0 0 328 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 29 0 11 4 215 0 0 328 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 29 0 11 4 215 0 0 328 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 29 0 11 4 215 0 0 328 10 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 556 556 333 338 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 496 442 713 1232 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 494 441 713 1232 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.06 0.00 0.02 0.00 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 540 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.2 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 12.2 xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A * * * * * ApproachDel: xxxxxx 12.2 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project AM Fri Jan 19, 2018 09:44:53 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 Via Positiva/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.510Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Via Positiva Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Prot+Permit Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 36 0 143 364 208 0 0 328 222 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 36 0 143 364 208 0 0 328 222 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 36 0 143 364 208 0 0 328 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 36 0 143 364 208 0 0 328 222 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 36 0 143 364 208 0 0 328 222 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.19 0.81 Final Sat.: 0 0 0 1700 0 1700 1700 3400 0 0 2028 1372 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.08 0.21 0.06 0.00 0.00 0.16 0.16 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 I-5 NB Ramps/Ortega B xxxxx 0.685 B xxxxx 0.685 + 0.000 V/C # 2 I-5 SB Ramps/Ortega B xxxxx 0.657 B xxxxx 0.657 + 0.000 V/C # 3 Del Obispo/Ortega A xxxxx 0.519 A xxxxx 0.519 + 0.000 V/C # 4 El Camino Real/Ortega A xxxxx 0.404 A xxxxx 0.404 + 0.000 V/C # 5 Camino Capistrano/Ortega A xxxxx 0.484 A xxxxx 0.484 + 0.000 V/C # 6 Camino Capistrano/Verdugo A xxxxx 0.510 A xxxxx 0.510 + 0.000 V/C # 7 Camino Capistrano/Forster D 33.4 0.381 D 33.4 0.381 + 0.000 D/V # 8 Camino Capistrano/Del Obispo B xxxxx 0.636 B xxxxx 0.636 + 0.000 V/C # 9 Paseo Adelanto/Del Obispo A xxxxx 0.556 A xxxxx 0.556 + 0.000 V/C # 10 Alipaz/Del Obispo A xxxxx 0.444 A xxxxx 0.444 + 0.000 V/C # 11 Via Belardes-Paseo Carolina/De A xxxxx 0.331 A xxxxx 0.331 + 0.000 V/C # 12 Aguacate/Del Obispo A xxxxx 0.478 A xxxxx 0.478 + 0.000 V/C # 13 Del Obispo/Calle Aspero A xxxxx 0.482 A xxxxx 0.482 + 0.000 V/C # 14 Del Obispo/Via Pimienta-Proj D A xxxxx 0.438 A xxxxx 0.438 + 0.000 V/C # 15 Del Obispo/Via Vermeulen A xxxxx 0.252 A xxxxx 0.252 + 0.000 V/C # 16 Del Obispo/Camino Del Avion B xxxxx 0.610 B xxxxx 0.610 + 0.000 V/C # 17 Alipaz/Via Positiva A xxxxx 0.304 A xxxxx 0.304 + 0.000 V/C # 18 Alipaz St/Camino Del Avion B 11.4 0.484 B 11.4 0.484 + 0.000 V/C # 19 Project Driveway/Via Positiva B 10.2 0.028 B 10.2 0.028 + 0.000 D/V # 20 Via Positiva/Camino Del Avion A xxxxx 0.228 A xxxxx 0.228 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 I-5 NB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.685Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 36 Level Of Service: B********************************************************************************Street Name: I-5 NB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 1 1 0 0 0 1 1 0 2 1 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 184 24 398 58 0 108 60 1399 543 0 1736 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 184 24 398 58 0 108 60 1399 543 0 1736 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 184 24 398 58 0 108 60 1399 543 0 1736 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 24 398 58 0 108 60 1399 543 0 1736 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 184 24 398 58 0 108 60 1399 543 0 1736 88 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.61 0.08 1.31 1.00 0.00 1.00 1.00 2.88 1.12 0.00 2.86 0.14 Final Sat.: 1032 135 2233 1700 0 1700 1700 4899 1901 0 4854 246 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.18 0.18 0.18 0.03 0.00 0.06 0.04 0.29 0.29 0.00 0.36 0.36 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 I-5 SB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.657Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 Level Of Service: B********************************************************************************Street Name: I-5 SB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 3 0 1 2 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 904 0 829 0 1094 172 432 746 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 904 0 829 0 1094 172 432 746 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 904 0 829 0 1094 0 432 746 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 904 0 829 0 1094 0 432 746 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 904 0 829 0 1094 0 432 746 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3400 0 5100 1700 3400 3400 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.24 0.00 0.21 0.00 0.13 0.22 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Del Obispo/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.519Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Del Obispo Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 0 0 2 0 1 1 1 0 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 88 960 26 0 1079 508 292 6 88 10 4 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 960 26 0 1079 508 292 6 88 10 4 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 960 26 0 1079 508 292 6 88 10 4 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 960 26 0 1079 508 292 6 88 10 4 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 960 26 0 1079 508 292 6 88 10 4 16 OvlAdjVol: 359 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.92 0.08 0.00 2.00 1.00 1.96 0.04 1.00 1.00 0.20 0.80 Final Sat.: 1700 4966 134 0 3400 1700 3332 68 1700 1700 340 1360 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.19 0.19 0.00 0.32 0.30 0.09 0.09 0.05 0.01 0.01 0.01 OvlAdjV/S: 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 El Camino Real/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.404Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 20 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 74 89 120 29 29 7 181 16 90 333 176 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 74 89 120 29 29 7 181 16 90 333 176 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 74 89 120 29 29 7 181 16 90 333 176 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 74 89 120 29 29 7 181 16 90 333 176 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 74 89 120 29 29 7 181 16 90 333 176 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.07 0.42 0.51 0.81 0.19 1.00 0.07 1.77 0.16 0.30 1.11 0.59 Final Sat.: 117 719 865 1369 331 1700 117 3017 267 511 1890 999 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.10 0.10 0.07 0.09 0.02 0.00 0.06 0.06 0.05 0.18 0.18 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Camino Capistrano/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.484Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 23 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 431 117 88 418 0 0 0 0 218 0 156 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 431 117 88 418 0 0 0 0 218 0 156 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 431 117 88 418 0 0 0 0 218 0 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 431 117 88 418 0 0 0 0 218 0 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 431 117 88 418 0 0 0 0 218 0 156 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1700 1700 1700 1700 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.25 0.07 0.05 0.25 0.00 0.00 0.00 0.00 0.13 0.00 0.09 OvlAdjV/S: 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Camino Capistrano/Verdugo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.510Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Verdugo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 72 469 0 0 528 105 77 0 61 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 469 0 0 528 105 77 0 61 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 469 0 0 528 105 77 0 61 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 469 0 0 528 105 77 0 61 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 469 0 0 528 105 77 0 61 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 0.83 0.17 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1700 1700 0 0 1418 282 1700 0 1700 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.28 0.00 0.00 0.37 0.37 0.05 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #7 Camino Capistrano/Forster ********************************************************************************Average Delay (sec/veh): 2.1 Worst Case Level Of Service: D[ 33.4]********************************************************************************Street Name: Camino Capistrano Forster Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 544 112 17 600 0 0 0 0 74 0 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 544 112 17 600 0 0 0 0 74 0 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 544 112 17 600 0 0 0 0 74 0 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 544 112 17 600 0 0 0 0 74 0 8 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 656 xxxx xxxxx xxxx xxxx xxxxx 1234 1234 600 Potent Cap.: xxxx xxxx xxxxx 941 xxxx xxxxx xxxx xxxx xxxxx 197 178 505 Move Cap.: xxxx xxxx xxxxx 941 xxxx xxxxx xxxx xxxx xxxxx 194 175 505 Volume/Cap: xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.38 0.00 0.02 ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 207 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.8 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 33.4 xxxxx Shared LOS: * * * * * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 33.4ApproachLOS: * * * D ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Camino Capistrano/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.636Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 31 Level Of Service: B********************************************************************************Street Name: Camino Capistrano Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 0 1 2 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 452 272 184 68 240 394 331 666 271 110 699 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 452 272 184 68 240 394 331 666 271 110 699 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 452 272 184 68 240 394 331 666 271 110 699 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 452 272 184 68 240 394 331 666 271 110 699 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 452 272 184 68 240 394 331 666 271 110 699 30 OvlAdjVol: 228 45 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 1.92 0.08 Final Sat.: 3400 1700 1700 1700 1700 1700 3400 3400 1700 3400 3260 140 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.16 0.11 0.04 0.14 0.23 0.10 0.20 0.16 0.03 0.21 0.21 OvlAdjV/S: 0.13 0.03 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Paseo Adelanto/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.556Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 26 Level Of Service: A********************************************************************************Street Name: Paseo Adelanto Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 71 4 164 30 4 20 19 1098 28 114 1409 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 4 164 30 4 20 19 1098 28 114 1409 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 71 4 164 30 4 20 19 1098 28 114 1409 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 4 164 30 4 20 19 1098 28 114 1409 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 71 4 164 30 4 20 19 1098 28 114 1409 40 OvlAdjVol: 107 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 1.00 0.17 0.83 1.00 1.95 0.05 2.00 2.00 1.00 Final Sat.: 1609 91 1700 1700 283 1417 1700 3315 85 3400 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.04 0.10 0.02 0.01 0.01 0.01 0.33 0.33 0.03 0.41 0.02 OvlAdjV/S: 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 Alipaz/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.444Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 21 Level Of Service: A********************************************************************************Street Name: Alipaz Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 2 1 0 0 1 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 6 460 34 8 8 8 641 26 607 852 46 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 6 460 34 8 8 8 641 26 607 852 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 6 460 34 8 8 8 641 26 607 852 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 6 460 34 8 8 8 641 26 607 852 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 6 460 34 8 8 8 641 26 607 852 46 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 2.00 1.00 0.50 0.50 1.00 2.00 1.00 2.00 1.90 0.10 Final Sat.: 1700 1700 3400 1700 850 850 1700 3400 1700 3400 3226 174 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.14 0.02 0.01 0.01 0.00 0.19 0.02 0.18 0.26 0.26 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #11 Via Belardes-Paseo Carolina/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.331Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 18 Level Of Service: A********************************************************************************Street Name: Via Belardes-Paseo Carolina Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 0 84 20 2 10 18 560 22 88 712 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 0 84 20 2 10 18 560 22 88 712 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 14 0 84 20 2 10 18 560 22 88 712 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 0 84 20 2 10 18 560 22 88 712 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 14 0 84 20 2 10 18 560 22 88 712 30 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.91 0.09 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 0 1700 1545 155 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.05 0.01 0.01 0.01 0.01 0.16 0.01 0.05 0.21 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 Aguacate/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.478Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 23 Level Of Service: A********************************************************************************Street Name: Aguacate Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 15 0 9 35 0 16 18 540 2 2 666 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 0 9 35 0 16 18 540 2 2 666 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 0 9 35 0 16 18 540 2 2 666 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 0 9 35 0 16 18 540 2 2 666 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 0 9 35 0 16 18 540 2 2 666 28 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1700 0 1700 1700 0 1700 1700 3400 1700 1700 1700 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.01 0.02 0.00 0.01 0.01 0.16 0.00 0.00 0.39 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 Del Obispo/Calle Aspero ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.482Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 23 Level Of Service: A********************************************************************************Street Name: Del Obispo Calle Aspero Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 52 486 28 35 608 60 54 0 39 18 0 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 486 28 35 608 60 54 0 39 18 0 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 52 486 28 35 608 60 54 0 39 18 0 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 486 28 35 608 60 54 0 39 18 0 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 52 486 28 35 608 60 54 0 39 18 0 21 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.89 0.11 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1700 3215 185 1700 1700 1700 1700 0 1700 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.15 0.15 0.02 0.36 0.04 0.03 0.00 0.02 0.01 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 Del Obispo/Via Pimienta-Proj Dwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.438Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 21 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Pimienta-Proj Dwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 10 536 34 32 620 16 10 0 6 20 0 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 536 34 32 620 16 10 0 6 20 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 536 34 32 620 16 10 0 6 20 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 536 34 32 620 16 10 0 6 20 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 536 34 32 620 16 10 0 6 20 0 19 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.88 0.12 1.00 1.00 1.00 0.62 0.00 0.38 1.00 0.00 1.00 Final Sat.: 1700 3197 203 1700 1700 1700 1063 0 638 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.17 0.17 0.02 0.36 0.01 0.01 0.00 0.01 0.01 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 Del Obispo/Via Vermeulen ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.252Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 16 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Vermeulen Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 565 4 16 636 0 0 0 0 26 0 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 565 4 16 636 0 0 0 0 26 0 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 565 4 16 636 0 0 0 0 26 0 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 565 4 16 636 0 0 0 0 26 0 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 565 4 16 636 0 0 0 0 26 0 16 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.99 0.01 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3376 24 1700 3400 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.17 0.17 0.01 0.19 0.00 0.00 0.00 0.00 0.02 0.00 0.01 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 Del Obispo/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.610Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 30 Level Of Service: B********************************************************************************Street Name: Del Obispo Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 216 304 196 31 256 384 302 219 191 147 127 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 304 196 31 256 384 302 219 191 147 127 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 216 304 196 31 256 384 302 219 191 147 127 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 304 196 31 256 384 302 219 191 147 127 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 216 304 196 31 256 384 302 219 191 147 127 38 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.22 0.78 1.00 2.00 1.00 2.00 1.07 0.93 1.00 1.54 0.46 Final Sat.: 1700 2067 1333 1700 3400 1700 3400 1816 1584 1700 2617 783 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.15 0.15 0.02 0.08 0.23 0.09 0.12 0.12 0.09 0.05 0.05 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 Alipaz/Via Positiva ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.304Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 17 Level Of Service: A********************************************************************************Street Name: Alipaz Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 297 4 11 277 180 144 0 4 2 0 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 297 4 11 277 180 144 0 4 2 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 297 4 11 277 180 144 0 4 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 297 4 11 277 180 144 0 4 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 297 4 11 277 180 144 0 4 2 0 6 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 1.00 1.00 0.97 0.00 0.03 0.25 0.00 0.75 Final Sat.: 1700 3355 45 1700 1700 1700 1654 0 46 425 0 1275 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.09 0.09 0.01 0.16 0.11 0.08 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #18 Alipaz St/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.484Loss Time (sec): 0 Average Delay (sec/veh): 11.4Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Alipaz Street Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 8 10 0 0 15 231 304 0 12 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 10 0 0 15 231 304 0 12 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 10 0 0 15 231 304 0 12 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 10 0 0 15 231 304 0 12 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 10 0 0 15 231 304 0 12 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.44 0.56 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 271 339 0 0 637 733 628 0 785 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.03 xxxx xxxx 0.02 0.32 0.48 xxxx 0.02 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 8.7 8.7 0.0 0.0 8.2 9.4 13.3 0.0 7.2 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.7 8.7 0.0 0.0 8.2 9.4 13.3 0.0 7.2 0.0 0.0 0.0 LOS by Move: A A * * A A B * A * * * ApproachDel: 8.7 9.4 13.0 xxxxxxDelay Adj: 1.00 1.00 1.00 xxxxxApprAdjDel: 8.7 9.4 13.0 xxxxxxLOS by Appr: A A B * AllWayAvgQ: 0.0 0.0 0.0 0.0 0.0 0.4 0.9 0.0 0.0 0.0 0.0 0.0 ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #19 Project Driveway/Via Positiva ********************************************************************************Average Delay (sec/veh): 1.1 Worst Case Level Of Service: B[ 10.2]********************************************************************************Street Name: Project Driveway Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 19 0 9 14 129 0 0 152 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 19 0 9 14 129 0 0 152 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 19 0 9 14 129 0 0 152 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 19 0 9 14 129 0 0 152 32 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 325 325 168 184 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 673 596 881 1403 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 668 590 881 1403 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.03 0.00 0.01 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 724 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.1 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 10.2 xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A * * * * * ApproachDel: xxxxxx 10.2 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing + Project PM Fri Jan 19, 2018 09:46:00 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 Via Positiva/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.228Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 16 Level Of Service: A********************************************************************************Street Name: Via Positiva Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Prot+Permit Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 14 0 75 120 296 0 0 182 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 14 0 75 120 296 0 0 182 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 75 120 296 0 0 182 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 14 0 75 120 296 0 0 182 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 14 0 75 120 296 0 0 182 32 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.70 0.30 Final Sat.: 0 0 0 1700 0 1700 1700 3400 0 0 2892 508 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.04 0.07 0.09 0.00 0.00 0.06 0.06 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 I-5 NB Ramps/Ortega D xxxxx 0.845 D xxxxx 0.845 + 0.000 V/C # 2 I-5 SB Ramps/Ortega C xxxxx 0.724 C xxxxx 0.724 + 0.000 V/C # 3 Del Obispo/Ortega A xxxxx 0.594 A xxxxx 0.594 + 0.000 V/C # 4 El Camino Real/Ortega A xxxxx 0.538 A xxxxx 0.538 + 0.000 V/C # 5 Camino Capistrano/Ortega C xxxxx 0.754 C xxxxx 0.754 + 0.000 V/C # 6 Camino Capistrano/Verdugo A xxxxx 0.527 A xxxxx 0.527 + 0.000 V/C # 7 Camino Capistrano/Forster E 47.6 0.432 E 47.6 0.432 + 0.000 D/V # 8 Camino Capistrano/Del Obispo C xxxxx 0.745 C xxxxx 0.745 + 0.000 V/C # 9 Paseo Adelanto/Del Obispo B xxxxx 0.657 B xxxxx 0.657 + 0.000 V/C # 10 Alipaz/Del Obispo A xxxxx 0.588 A xxxxx 0.588 + 0.000 V/C # 11 Via Belardes-Paseo Carolina/De A xxxxx 0.415 A xxxxx 0.415 + 0.000 V/C # 12 Aguacate/Del Obispo A xxxxx 0.581 A xxxxx 0.581 + 0.000 V/C # 13 Del Obispo/Calle Aspero B xxxxx 0.605 B xxxxx 0.605 + 0.000 V/C # 14 Del Obispo/Via Pimienta-Proj D A xxxxx 0.579 A xxxxx 0.579 + 0.000 V/C # 15 Del Obispo/Via Vermeulen A xxxxx 0.302 A xxxxx 0.302 + 0.000 V/C # 16 Del Obispo/Camino Del Avion C xxxxx 0.786 C xxxxx 0.786 + 0.000 V/C # 17 Alipaz/Via Positiva A xxxxx 0.417 A xxxxx 0.417 + 0.000 V/C # 18 Alipaz St/Camino Del Avion B 12.1 0.507 B 12.1 0.507 + 0.000 V/C # 19 Project Driveway/Via Positiva B 12.3 0.060 B 12.3 0.060 + 0.000 D/V # 20 Via Positiva/Camino Del Avion A xxxxx 0.523 A xxxxx 0.523 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 I-5 NB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.845Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: D********************************************************************************Street Name: I-5 NB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 1 1 0 0 0 1 1 0 2 1 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 220 29 641 35 0 103 39 1583 775 0 2187 107 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 220 29 641 35 0 103 39 1583 775 0 2187 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 220 29 641 35 0 103 39 1583 775 0 2187 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 220 29 641 35 0 103 39 1583 775 0 2187 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 220 29 641 35 0 103 39 1583 775 0 2187 107 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.49 0.07 1.44 1.00 0.00 1.00 1.00 2.69 1.31 0.00 2.86 0.14 Final Sat.: 840 111 2449 1700 0 1700 1700 4565 2235 0 4862 238 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.26 0.26 0.26 0.02 0.00 0.06 0.02 0.35 0.35 0.00 0.45 0.45 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 I-5 SB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.724Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 Level Of Service: C********************************************************************************Street Name: I-5 SB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 3 0 1 2 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 1057 0 1060 0 1282 185 376 922 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1057 0 1060 0 1282 185 376 922 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1057 0 1060 0 1282 0 376 922 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1057 0 1060 0 1282 0 376 922 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1057 0 1060 0 1282 0 376 922 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3400 0 5100 1700 3400 3400 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.25 0.00 0.11 0.27 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Del Obispo/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.594Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 29 Level Of Service: A********************************************************************************Street Name: Del Obispo Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 0 0 2 0 1 1 1 0 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 43 1059 27 0 1151 745 570 4 76 4 2 18 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 1059 27 0 1151 745 570 4 76 4 2 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 1059 27 0 1151 745 570 4 76 4 2 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1059 27 0 1151 745 570 4 76 4 2 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 1059 27 0 1151 745 570 4 76 4 2 18 OvlAdjVol: 458 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.93 0.07 0.00 2.00 1.00 1.99 0.01 1.00 1.00 0.10 0.90 Final Sat.: 1700 4973 127 0 3400 1700 3376 24 1700 1700 170 1530 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.21 0.21 0.00 0.34 0.44 0.17 0.17 0.04 0.00 0.01 0.01 OvlAdjV/S: 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 El Camino Real/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.538Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 19 112 101 219 43 75 14 261 16 82 409 239 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 112 101 219 43 75 14 261 16 82 409 239 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 112 101 219 43 75 14 261 16 82 409 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 112 101 219 43 75 14 261 16 82 409 239 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 112 101 219 43 75 14 261 16 82 409 239 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.08 0.48 0.44 0.84 0.16 1.00 0.10 1.79 0.11 0.22 1.13 0.65 Final Sat.: 139 821 740 1421 279 1700 164 3049 187 382 1905 1113 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.14 0.14 0.13 0.15 0.04 0.01 0.09 0.09 0.05 0.21 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Camino Capistrano/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.754Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 44 Level Of Service: C********************************************************************************Street Name: Camino Capistrano Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 587 43 251 637 0 0 0 0 143 0 359 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 587 43 251 637 0 0 0 0 143 0 359 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 587 43 251 637 0 0 0 0 143 0 359 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 587 43 251 637 0 0 0 0 143 0 359 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 587 43 251 637 0 0 0 0 143 0 359 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1700 1700 1700 1700 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.35 0.03 0.15 0.37 0.00 0.00 0.00 0.00 0.08 0.00 0.21 OvlAdjV/S: 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Camino Capistrano/Verdugo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.527Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Verdugo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 21 615 0 0 737 40 13 0 15 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 615 0 0 737 40 13 0 15 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 615 0 0 737 40 13 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 615 0 0 737 40 13 0 15 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 615 0 0 737 40 13 0 15 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1700 1700 0 0 1612 88 1700 0 1700 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.36 0.00 0.00 0.46 0.46 0.01 0.00 0.01 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #7 Camino Capistrano/Forster ********************************************************************************Average Delay (sec/veh): 2.0 Worst Case Level Of Service: E[ 47.6]********************************************************************************Street Name: Camino Capistrano Forster Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 647 146 10 749 0 0 0 0 59 0 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 647 146 10 749 0 0 0 0 59 0 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 647 146 10 749 0 0 0 0 59 0 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 647 146 10 749 0 0 0 0 59 0 8 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 793 xxxx xxxxx xxxx xxxx xxxxx 1489 1489 720 Potent Cap.: xxxx xxxx xxxxx 837 xxxx xxxxx xxxx xxxx xxxxx 138 125 431 Move Cap.: xxxx xxxx xxxxx 837 xxxx xxxxx xxxx xxxx xxxxx 137 124 431 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.43 0.00 0.02 ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 149 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2.0 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 47.6 xxxxx Shared LOS: * * * * * * * * * * E * ApproachDel: xxxxxx xxxxxx xxxxxx 47.6ApproachLOS: * * * E ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Camino Capistrano/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.745Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 Level Of Service: C********************************************************************************Street Name: Camino Capistrano Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 0 1 2 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 392 315 128 51 293 453 529 903 322 138 834 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 392 315 128 51 293 453 529 903 322 138 834 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 392 315 128 51 293 453 529 903 322 138 834 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 392 315 128 51 293 453 529 903 322 138 834 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 392 315 128 51 293 453 529 903 322 138 834 21 OvlAdjVol: 189 126 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 1.95 0.05 Final Sat.: 3400 1700 1700 1700 1700 1700 3400 3400 1700 3400 3316 84 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.12 0.19 0.08 0.03 0.17 0.27 0.16 0.27 0.19 0.04 0.25 0.25 OvlAdjV/S: 0.11 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Paseo Adelanto/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.657Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 Level Of Service: B********************************************************************************Street Name: Paseo Adelanto Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 15 0 53 71 0 33 66 1676 46 170 1450 41 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 0 53 71 0 33 66 1676 46 170 1450 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 0 53 71 0 33 66 1676 46 170 1450 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 0 53 71 0 33 66 1676 46 170 1450 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 0 53 71 0 33 66 1676 46 170 1450 41 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.95 0.05 2.00 2.00 1.00 Final Sat.: 1700 0 1700 1700 0 1700 1700 3309 91 3400 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.03 0.04 0.00 0.02 0.04 0.51 0.51 0.05 0.43 0.02 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 Alipaz/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.588Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 28 Level Of Service: A********************************************************************************Street Name: Alipaz Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 2 1 0 0 1 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 45 27 686 86 16 4 4 972 16 456 1034 27 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 27 686 86 16 4 4 972 16 456 1034 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 45 27 686 86 16 4 4 972 16 456 1034 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 45 27 686 86 16 4 4 972 16 456 1034 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 45 27 686 86 16 4 4 972 16 456 1034 27 OvlAdjVol: 230 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 2.00 1.00 0.80 0.20 1.00 2.00 1.00 2.00 1.95 0.05 Final Sat.: 1700 1700 3400 1700 1360 340 1700 3400 1700 3400 3313 87 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.02 0.20 0.05 0.01 0.01 0.00 0.29 0.01 0.13 0.31 0.31 OvlAdjV/S: 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #11 Via Belardes-Paseo Carolina/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.415Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 20 Level Of Service: A********************************************************************************Street Name: Via Belardes-Paseo Carolina Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 16 4 82 35 4 31 12 860 14 49 982 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 4 82 35 4 31 12 860 14 49 982 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 4 82 35 4 31 12 860 14 49 982 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 4 82 35 4 31 12 860 14 49 982 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 4 82 35 4 31 12 860 14 49 982 30 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.80 0.20 1.00 0.90 0.10 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1360 340 1700 1526 174 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.01 0.05 0.02 0.02 0.02 0.01 0.25 0.01 0.03 0.29 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 Aguacate/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.581Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 28 Level Of Service: A********************************************************************************Street Name: Aguacate Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 92 2 104 35 0 25 19 811 3 2 755 49 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 2 104 35 0 25 19 811 3 2 755 49 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 2 104 35 0 25 19 811 3 2 755 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 2 104 35 0 25 19 811 3 2 755 49 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 2 104 35 0 25 19 811 3 2 755 49 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.98 0.02 1.00 1.00 0.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1664 36 1700 1700 0 1700 1700 3400 1700 1700 1700 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.06 0.06 0.02 0.00 0.01 0.01 0.24 0.00 0.00 0.44 0.03 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 Del Obispo/Calle Aspero ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.605Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 29 Level Of Service: B********************************************************************************Street Name: Del Obispo Calle Aspero Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 33 725 17 15 799 63 80 0 65 24 0 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 725 17 15 799 63 80 0 65 24 0 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 725 17 15 799 63 80 0 65 24 0 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 725 17 15 799 63 80 0 65 24 0 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 725 17 15 799 63 80 0 65 24 0 32 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1700 3322 78 1700 1700 1700 1700 0 1700 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.22 0.22 0.01 0.47 0.04 0.05 0.00 0.04 0.01 0.00 0.02 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 Del Obispo/Via Pimienta-Proj Dwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.579Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 28 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Pimienta-Proj Dwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 732 10 10 834 7 19 0 12 30 0 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 732 10 10 834 7 19 0 12 30 0 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 732 10 10 834 7 19 0 12 30 0 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 732 10 10 834 7 19 0 12 30 0 29 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 732 10 10 834 7 19 0 12 30 0 29 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 1.00 1.00 0.61 0.00 0.39 1.00 0.00 1.00 Final Sat.: 1700 3354 46 1700 1700 1700 1042 0 658 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.22 0.01 0.49 0.00 0.01 0.00 0.02 0.02 0.00 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:02 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 Del Obispo/Via Vermeulen ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.302Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 17 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Vermeulen Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 748 6 7 838 0 0 0 0 10 0 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 748 6 7 838 0 0 0 0 10 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 748 6 7 838 0 0 0 0 10 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 748 6 7 838 0 0 0 0 10 0 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 748 6 7 838 0 0 0 0 10 0 5 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.98 0.02 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3373 27 1700 3400 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.22 0.00 0.25 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:03 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 Del Obispo/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.786Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 49 Level Of Service: C********************************************************************************Street Name: Del Obispo Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 245 310 196 33 382 507 371 233 224 271 237 68 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 245 310 196 33 382 507 371 233 224 271 237 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 245 310 196 33 382 507 371 233 224 271 237 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 245 310 196 33 382 507 371 233 224 271 237 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 245 310 196 33 382 507 371 233 224 271 237 68 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.23 0.77 1.00 2.00 1.00 2.00 1.02 0.98 1.00 1.55 0.45 Final Sat.: 1700 2083 1317 1700 3400 1700 3400 1733 1667 1700 2642 758 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.15 0.15 0.02 0.11 0.30 0.11 0.13 0.13 0.16 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:03 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 Alipaz/Via Positiva ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.417Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 21 Level Of Service: A********************************************************************************Street Name: Alipaz Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 10 361 1 3 356 336 243 0 6 4 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 361 1 3 356 336 243 0 6 4 0 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 361 1 3 356 336 243 0 6 4 0 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 361 1 3 356 336 243 0 6 4 0 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 361 1 3 356 336 243 0 6 4 0 11 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.00 1.00 0.98 0.00 0.02 0.27 0.00 0.73 Final Sat.: 1700 3391 9 1700 1700 1700 1659 0 41 453 0 1247 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.11 0.11 0.00 0.21 0.20 0.14 0.00 0.15 0.00 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:03 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #18 Alipaz St/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.507Loss Time (sec): 0 Average Delay (sec/veh): 12.1Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Alipaz Street Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 18 22 0 0 12 382 262 0 5 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 22 0 0 12 382 262 0 5 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 22 0 0 12 382 262 0 5 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 22 0 0 12 382 262 0 5 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 22 0 0 12 382 262 0 5 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.45 0.55 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 271 331 0 0 650 753 579 0 708 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.07 xxxx xxxx 0.02 0.51 0.45 xxxx 0.01 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 9.1 9.1 0.0 0.0 8.2 11.8 13.3 0.0 7.5 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.1 9.1 0.0 0.0 8.2 11.8 13.3 0.0 7.5 0.0 0.0 0.0 LOS by Move: A A * * A B B * A * * * ApproachDel: 9.1 11.7 13.1 xxxxxxDelay Adj: 1.00 1.00 1.00 xxxxxApprAdjDel: 9.1 11.7 13.1 xxxxxxLOS by Appr: A B B * AllWayAvgQ: 0.1 0.1 0.1 0.0 0.0 0.9 0.7 0.0 0.0 0.0 0.0 0.0 ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:03 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #19 Project Driveway/Via Positiva ********************************************************************************Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 12.3]********************************************************************************Street Name: Project Driveway Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 29 0 11 4 220 0 0 336 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 29 0 11 4 220 0 0 336 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 29 0 11 4 220 0 0 336 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 29 0 11 4 220 0 0 336 10 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 569 569 341 346 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 487 435 706 1224 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 486 433 706 1224 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.06 0.00 0.02 0.00 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 531 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.2 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 12.3 xxxxx 8.0 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A * * * * * ApproachDel: xxxxxx 12.3 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Ex + Cumul + Proj AM Fri Jan 19, 2018 09:47:03 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 Via Positiva/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.523Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Via Positiva Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Prot+Permit Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 37 0 146 373 219 0 0 341 228 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 37 0 146 373 219 0 0 341 228 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 37 0 146 373 219 0 0 341 228 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 37 0 146 373 219 0 0 341 228 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 37 0 146 373 219 0 0 341 228 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.20 0.80 Final Sat.: 0 0 0 1700 0 1700 1700 3400 0 0 2038 1362 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.09 0.22 0.06 0.00 0.00 0.17 0.17 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 I-5 NB Ramps/Ortega C xxxxx 0.747 C xxxxx 0.747 + 0.000 V/C # 2 I-5 SB Ramps/Ortega C xxxxx 0.721 C xxxxx 0.721 + 0.000 V/C # 3 Del Obispo/Ortega A xxxxx 0.586 A xxxxx 0.586 + 0.000 V/C # 4 El Camino Real/Ortega A xxxxx 0.474 A xxxxx 0.474 + 0.000 V/C # 5 Camino Capistrano/Ortega A xxxxx 0.562 A xxxxx 0.562 + 0.000 V/C # 6 Camino Capistrano/Verdugo A xxxxx 0.566 A xxxxx 0.566 + 0.000 V/C # 7 Camino Capistrano/Forster F 50.0 0.520 F 50.0 0.520 + 0.000 D/V # 8 Camino Capistrano/Del Obispo C xxxxx 0.711 C xxxxx 0.711 + 0.000 V/C # 9 Paseo Adelanto/Del Obispo B xxxxx 0.672 B xxxxx 0.672 + 0.000 V/C # 10 Alipaz/Del Obispo A xxxxx 0.491 A xxxxx 0.491 + 0.000 V/C # 11 Via Belardes-Paseo Carolina/De A xxxxx 0.364 A xxxxx 0.364 + 0.000 V/C # 12 Aguacate/Del Obispo A xxxxx 0.537 A xxxxx 0.537 + 0.000 V/C # 13 Del Obispo/Calle Aspero A xxxxx 0.535 A xxxxx 0.535 + 0.000 V/C # 14 Del Obispo/Via Pimienta-Proj D A xxxxx 0.482 A xxxxx 0.482 + 0.000 V/C # 15 Del Obispo/Via Vermeulen A xxxxx 0.273 A xxxxx 0.273 + 0.000 V/C # 16 Del Obispo/Camino Del Avion B xxxxx 0.642 B xxxxx 0.642 + 0.000 V/C # 17 Alipaz/Via Positiva A xxxxx 0.319 A xxxxx 0.319 + 0.000 V/C # 18 Alipaz St/Camino Del Avion B 11.9 0.521 B 11.9 0.521 + 0.000 V/C # 19 Project Driveway/Via Positiva B 10.2 0.029 B 10.2 0.029 + 0.000 D/V # 20 Via Positiva/Camino Del Avion A xxxxx 0.234 A xxxxx 0.234 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 I-5 NB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.747Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 Level Of Service: C********************************************************************************Street Name: I-5 NB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 1 1 0 0 0 1 1 0 2 1 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 211 25 437 59 0 111 62 1588 604 0 1916 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 25 437 59 0 111 62 1588 604 0 1916 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 25 437 59 0 111 62 1588 604 0 1916 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 25 437 59 0 111 62 1588 604 0 1916 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 25 437 59 0 111 62 1588 604 0 1916 108 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.63 0.07 1.30 1.00 0.00 1.00 1.00 2.90 1.10 0.00 2.84 0.16 Final Sat.: 1066 126 2208 1700 0 1700 1700 4926 1874 0 4828 272 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.20 0.20 0.20 0.03 0.00 0.07 0.04 0.32 0.32 0.00 0.40 0.40 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 I-5 SB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.721Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 Level Of Service: C********************************************************************************Street Name: I-5 SB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 3 0 1 2 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 954 0 907 0 1297 194 463 902 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 954 0 907 0 1297 194 463 902 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 954 0 907 0 1297 0 463 902 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 954 0 907 0 1297 0 463 902 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 954 0 907 0 1297 0 463 902 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3400 0 5100 1700 3400 3400 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.28 0.00 0.27 0.00 0.25 0.00 0.14 0.27 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Del Obispo/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.586Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 28 Level Of Service: A********************************************************************************Street Name: Del Obispo Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 0 0 2 0 1 1 1 0 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 90 1067 27 0 1191 632 407 6 90 10 4 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 1067 27 0 1191 632 407 6 90 10 4 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 1067 27 0 1191 632 407 6 90 10 4 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 1067 27 0 1191 632 407 6 90 10 4 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 1067 27 0 1191 632 407 6 90 10 4 16 OvlAdjVol: 425 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.93 0.07 0.00 2.00 1.00 1.97 0.03 1.00 1.00 0.20 0.80 Final Sat.: 1700 4974 126 0 3400 1700 3351 49 1700 1700 340 1360 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.21 0.21 0.00 0.35 0.37 0.12 0.12 0.05 0.01 0.01 0.01 OvlAdjV/S: 0.25 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 El Camino Real/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.474Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 23 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 76 112 152 30 32 19 244 16 121 396 182 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 76 112 152 30 32 19 244 16 121 396 182 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 76 112 152 30 32 19 244 16 121 396 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 76 112 152 30 32 19 244 16 121 396 182 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 76 112 152 30 32 19 244 16 121 396 182 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.06 0.38 0.56 0.84 0.16 1.00 0.14 1.75 0.11 0.35 1.13 0.52 Final Sat.: 102 646 952 1420 280 1700 232 2973 195 589 1926 885 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.12 0.12 0.09 0.11 0.02 0.01 0.08 0.08 0.07 0.21 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Camino Capistrano/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.562Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 27 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 488 136 144 487 0 0 0 0 238 0 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 488 136 144 487 0 0 0 0 238 0 203 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 488 136 144 487 0 0 0 0 238 0 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 488 136 144 487 0 0 0 0 238 0 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 488 136 144 487 0 0 0 0 238 0 203 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1700 1700 1700 1700 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.29 0.08 0.08 0.29 0.00 0.00 0.00 0.00 0.14 0.00 0.12 OvlAdjV/S: 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Camino Capistrano/Verdugo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.566Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 27 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Verdugo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 74 544 0 0 616 108 79 0 63 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 544 0 0 616 108 79 0 63 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 544 0 0 616 108 79 0 63 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 544 0 0 616 108 79 0 63 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 544 0 0 616 108 79 0 63 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 0.85 0.15 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1700 1700 0 0 1446 254 1700 0 1700 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.32 0.00 0.00 0.43 0.43 0.05 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #7 Camino Capistrano/Forster ********************************************************************************Average Delay (sec/veh): 3.1 Worst Case Level Of Service: F[ 50.0]********************************************************************************Street Name: Camino Capistrano Forster Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 618 121 21 686 0 0 0 0 79 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 618 121 21 686 0 0 0 0 79 0 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 618 121 21 686 0 0 0 0 79 0 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 618 121 21 686 0 0 0 0 79 0 11 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 739 xxxx xxxxx xxxx xxxx xxxxx 1407 1407 679 Potent Cap.: xxxx xxxx xxxxx 876 xxxx xxxxx xxxx xxxx xxxxx 155 140 455 Move Cap.: xxxx xxxx xxxxx 876 xxxx xxxxx xxxx xxxx xxxxx 152 137 455 Volume/Cap: xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.52 0.00 0.02 ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 165 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2.8 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 50.0 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 50.0ApproachLOS: * * * F ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Camino Capistrano/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.711Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 38 Level Of Service: C********************************************************************************Street Name: Camino Capistrano Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 0 1 2 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 501 309 215 70 277 448 375 742 312 137 785 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 501 309 215 70 277 448 375 742 312 137 785 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 501 309 215 70 277 448 375 742 312 137 785 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 501 309 215 70 277 448 375 742 312 137 785 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 501 309 215 70 277 448 375 742 312 137 785 31 OvlAdjVol: 261 62 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 1.92 0.08 Final Sat.: 3400 1700 1700 1700 1700 1700 3400 3400 1700 3400 3271 129 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.18 0.13 0.04 0.16 0.26 0.11 0.22 0.18 0.04 0.24 0.24 OvlAdjV/S: 0.15 0.04 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Paseo Adelanto/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.672Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 34 Level Of Service: B********************************************************************************Street Name: Paseo Adelanto Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 73 4 172 85 4 45 95 1183 29 122 1533 66 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 4 172 85 4 45 95 1183 29 122 1533 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 4 172 85 4 45 95 1183 29 122 1533 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 4 172 85 4 45 95 1183 29 122 1533 66 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 4 172 85 4 45 95 1183 29 122 1533 66 OvlAdjVol: 111 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 1.00 0.08 0.92 1.00 1.95 0.05 2.00 2.00 1.00 Final Sat.: 1612 88 1700 1700 139 1561 1700 3319 81 3400 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.05 0.10 0.05 0.03 0.03 0.06 0.36 0.36 0.04 0.45 0.04 OvlAdjV/S: 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 Alipaz/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.491Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 23 Level Of Service: A********************************************************************************Street Name: Alipaz Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 2 1 0 0 1 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 6 510 35 8 8 8 751 27 656 959 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 6 510 35 8 8 8 751 27 656 959 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 6 510 35 8 8 8 751 27 656 959 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 6 510 35 8 8 8 751 27 656 959 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 6 510 35 8 8 8 751 27 656 959 47 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 2.00 1.00 0.50 0.50 1.00 2.00 1.00 2.00 1.91 0.09 Final Sat.: 1700 1700 3400 1700 850 850 1700 3400 1700 3400 3241 159 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.15 0.02 0.01 0.01 0.00 0.22 0.02 0.19 0.30 0.30 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #11 Via Belardes-Paseo Carolina/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.364Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 19 Level Of Service: A********************************************************************************Street Name: Via Belardes-Paseo Carolina Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 0 86 26 2 10 18 663 23 90 811 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 0 86 26 2 10 18 663 23 90 811 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 14 0 86 26 2 10 18 663 23 90 811 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 0 86 26 2 10 18 663 23 90 811 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 14 0 86 26 2 10 18 663 23 90 811 35 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.93 0.07 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 0 1700 1579 121 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.05 0.02 0.02 0.01 0.01 0.20 0.01 0.05 0.24 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 Aguacate/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.537Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Aguacate Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 15 0 9 47 0 16 18 630 2 2 754 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 0 9 47 0 16 18 630 2 2 754 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 0 9 47 0 16 18 630 2 2 754 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 0 9 47 0 16 18 630 2 2 754 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 0 9 47 0 16 18 630 2 2 754 38 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1700 0 1700 1700 0 1700 1700 3400 1700 1700 1700 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.01 0.03 0.00 0.01 0.01 0.19 0.00 0.00 0.44 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:43 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 Del Obispo/Calle Aspero ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.535Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Del Obispo Calle Aspero Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 53 559 29 36 680 74 70 0 40 18 0 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 53 559 29 36 680 74 70 0 40 18 0 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 53 559 29 36 680 74 70 0 40 18 0 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 53 559 29 36 680 74 70 0 40 18 0 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 53 559 29 36 680 74 70 0 40 18 0 22 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.90 0.10 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1700 3232 168 1700 1700 1700 1700 0 1700 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.17 0.17 0.02 0.40 0.04 0.04 0.00 0.02 0.01 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:44 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 Del Obispo/Via Pimienta-Proj Dwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.482Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 23 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Pimienta-Proj Dwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 13 607 34 32 689 22 13 0 8 20 0 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 13 607 34 32 689 22 13 0 8 20 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 13 607 34 32 689 22 13 0 8 20 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 607 34 32 689 22 13 0 8 20 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 13 607 34 32 689 22 13 0 8 20 0 19 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.89 0.11 1.00 1.00 1.00 0.62 0.00 0.38 1.00 0.00 1.00 Final Sat.: 1700 3220 180 1700 1700 1700 1052 0 648 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.19 0.19 0.02 0.41 0.01 0.01 0.00 0.01 0.01 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:44 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 Del Obispo/Via Vermeulen ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.273Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 17 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Vermeulen Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 636 5 19 703 0 0 0 0 28 0 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 636 5 19 703 0 0 0 0 28 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 636 5 19 703 0 0 0 0 28 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 636 5 19 703 0 0 0 0 28 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 636 5 19 703 0 0 0 0 28 0 19 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.98 0.02 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3373 27 1700 3400 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.19 0.19 0.01 0.21 0.00 0.00 0.00 0.00 0.02 0.00 0.01 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:44 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 Del Obispo/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.642Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 Level Of Service: B********************************************************************************Street Name: Del Obispo Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 221 336 203 32 286 422 341 224 196 153 130 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 221 336 203 32 286 422 341 224 196 153 130 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 336 203 32 286 422 341 224 196 153 130 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 336 203 32 286 422 341 224 196 153 130 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 336 203 32 286 422 341 224 196 153 130 39 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.25 0.75 1.00 2.00 1.00 2.00 1.07 0.93 1.00 1.54 0.46 Final Sat.: 1700 2119 1281 1700 3400 1700 3400 1813 1587 1700 2615 785 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.16 0.16 0.02 0.08 0.25 0.10 0.12 0.12 0.09 0.05 0.05 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:44 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 Alipaz/Via Positiva ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.319Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 18 Level Of Service: A********************************************************************************Street Name: Alipaz Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 330 4 11 306 184 147 0 4 2 0 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 330 4 11 306 184 147 0 4 2 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 330 4 11 306 184 147 0 4 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 330 4 11 306 184 147 0 4 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 330 4 11 306 184 147 0 4 2 0 6 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.98 0.02 1.00 1.00 1.00 0.97 0.00 0.03 0.25 0.00 0.75 Final Sat.: 1700 3359 41 1700 1700 1700 1655 0 45 425 0 1275 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.10 0.10 0.01 0.18 0.11 0.09 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:44 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #18 Alipaz St/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.521Loss Time (sec): 0 Average Delay (sec/veh): 11.9Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Alipaz Street Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 8 15 0 0 21 246 323 0 12 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 15 0 0 21 246 323 0 12 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 15 0 0 21 246 323 0 12 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 15 0 0 21 246 323 0 12 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 15 0 0 21 246 323 0 12 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.35 0.65 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 208 391 0 0 629 721 620 0 772 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.04 xxxx xxxx 0.03 0.34 0.52 xxxx 0.02 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 8.9 8.9 0.0 0.0 8.4 9.8 14.2 0.0 7.3 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.9 8.9 0.0 0.0 8.4 9.8 14.2 0.0 7.3 0.0 0.0 0.0 LOS by Move: A A * * A A B * A * * * ApproachDel: 8.9 9.7 13.9 xxxxxxDelay Adj: 1.00 1.00 1.00 xxxxxApprAdjDel: 8.9 9.7 13.9 xxxxxxLOS by Appr: A A B * AllWayAvgQ: 0.0 0.0 0.0 0.0 0.0 0.5 1.0 0.0 0.0 0.0 0.0 0.0 ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:44 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #19 Project Driveway/Via Positiva ********************************************************************************Average Delay (sec/veh): 1.1 Worst Case Level Of Service: B[ 10.2]********************************************************************************Street Name: Project Driveway Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 19 0 9 14 132 0 0 156 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 19 0 9 14 132 0 0 156 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 19 0 9 14 132 0 0 156 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 19 0 9 14 132 0 0 156 32 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 332 332 172 188 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 667 591 877 1398 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 662 585 877 1398 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.03 0.00 0.01 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 718 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.1 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 10.2 xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A * * * * * ApproachDel: xxxxxx 10.2 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Cumul + Proj PM Fri Jan 19, 2018 09:52:44 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 Via Positiva/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.234Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 16 Level Of Service: A********************************************************************************Street Name: Via Positiva Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Prot+Permit Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 14 0 77 123 310 0 0 193 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 14 0 77 123 310 0 0 193 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 77 123 310 0 0 193 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 14 0 77 123 310 0 0 193 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 14 0 77 123 310 0 0 193 33 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.71 0.29 Final Sat.: 0 0 0 1700 0 1700 1700 3400 0 0 2904 496 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.05 0.07 0.09 0.00 0.00 0.07 0.07 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:53:59 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 I-5 NB Ramps/Ortega D xxxxx 0.845 D xxxxx 0.845 + 0.000 V/C # 2 I-5 SB Ramps/Ortega C xxxxx 0.743 C xxxxx 0.743 + 0.000 V/C # 3 Del Obispo/Ortega A xxxxx 0.594 A xxxxx 0.594 + 0.000 V/C # 4 El Camino Real/Ortega A xxxxx 0.547 A xxxxx 0.547 + 0.000 V/C # 5 Camino Capistrano/Ortega C xxxxx 0.752 C xxxxx 0.752 + 0.000 V/C # 6 Camino Capistrano/Verdugo A xxxxx 0.527 A xxxxx 0.527 + 0.000 V/C # 7 Camino Capistrano/Forster F 50.2 0.466 F 50.2 0.466 + 0.000 D/V # 8 Camino Capistrano/Del Obispo C xxxxx 0.761 C xxxxx 0.761 + 0.000 V/C # 9 Paseo Adelanto/Del Obispo B xxxxx 0.657 B xxxxx 0.657 + 0.000 V/C # 10 Alipaz/Del Obispo A xxxxx 0.594 A xxxxx 0.594 + 0.000 V/C # 11 Via Belardes-Paseo Carolina/De A xxxxx 0.429 A xxxxx 0.429 + 0.000 V/C # 12 Aguacate/Del Obispo A xxxxx 0.582 A xxxxx 0.582 + 0.000 V/C # 13 Del Obispo/Calle Aspero B xxxxx 0.614 B xxxxx 0.614 + 0.000 V/C # 14 Del Obispo/Via Pimienta-Proj D A xxxxx 0.584 A xxxxx 0.584 + 0.000 V/C # 15 Del Obispo/Via Vermeulen A xxxxx 0.302 A xxxxx 0.302 + 0.000 V/C # 16 Del Obispo/Camino Del Avion C xxxxx 0.791 C xxxxx 0.791 + 0.000 V/C # 17 Alipaz/Via Positiva A xxxxx 0.417 A xxxxx 0.417 + 0.000 V/C # 18 Alipaz St/Camino Del Avion B 12.1 0.507 B 12.1 0.507 + 0.000 V/C # 19 Project Driveway/Via Positiva B 12.3 0.060 B 12.3 0.060 + 0.000 D/V # 20 Via Positiva/Camino Del Avion A xxxxx 0.523 A xxxxx 0.523 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:53:59 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 I-5 NB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.845Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: D********************************************************************************Street Name: I-5 NB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 1 1 0 0 0 1 1 0 2 1 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 220 29 641 35 0 103 39 1770 775 0 2187 107 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 220 29 641 35 0 103 39 1770 775 0 2187 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 220 29 641 35 0 103 39 1770 775 0 2187 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 220 29 641 35 0 103 39 1770 775 0 2187 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 220 29 641 35 0 103 39 1770 775 0 2187 107 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.49 0.07 1.44 1.00 0.00 1.00 1.00 2.78 1.22 0.00 2.86 0.14 Final Sat.: 840 111 2449 1700 0 1700 1700 4729 2071 0 4862 238 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.26 0.26 0.26 0.02 0.00 0.06 0.02 0.37 0.37 0.00 0.45 0.45 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:53:59 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 I-5 SB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.743Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 Level Of Service: C********************************************************************************Street Name: I-5 SB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 3 0 1 2 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 1119 0 1125 0 1282 185 376 922 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1119 0 1125 0 1282 185 376 922 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1119 0 1125 0 1282 0 376 922 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1119 0 1125 0 1282 0 376 922 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1119 0 1125 0 1282 0 376 922 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3400 0 5100 1700 3400 3400 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.33 0.00 0.33 0.00 0.25 0.00 0.11 0.27 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:53:59 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Del Obispo/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.594Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 29 Level Of Service: A********************************************************************************Street Name: Del Obispo Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 0 0 2 0 1 1 1 0 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 43 1059 27 0 1151 745 570 4 76 4 2 18 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 1059 27 0 1151 745 570 4 76 4 2 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 1059 27 0 1151 745 570 4 76 4 2 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1059 27 0 1151 745 570 4 76 4 2 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 1059 27 0 1151 745 570 4 76 4 2 18 OvlAdjVol: 458 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.93 0.07 0.00 2.00 1.00 1.99 0.01 1.00 1.00 0.10 0.90 Final Sat.: 1700 4973 127 0 3400 1700 3376 24 1700 1700 170 1530 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.21 0.21 0.00 0.34 0.44 0.17 0.17 0.04 0.00 0.01 0.01 OvlAdjV/S: 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:53:59 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 El Camino Real/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.547Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 26 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 22 122 101 219 48 85 14 261 19 82 409 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 122 101 219 48 85 14 261 19 82 409 243 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 122 101 219 48 85 14 261 19 82 409 243 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 122 101 219 48 85 14 261 19 82 409 243 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 122 101 219 48 85 14 261 19 82 409 243 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.09 0.50 0.41 0.82 0.18 1.00 0.09 1.78 0.13 0.22 1.12 0.66 Final Sat.: 153 847 701 1394 306 1700 162 3018 220 380 1895 1126 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.14 0.14 0.13 0.16 0.05 0.01 0.09 0.09 0.05 0.22 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:53:59 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Camino Capistrano/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.752Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 44 Level Of Service: C********************************************************************************Street Name: Camino Capistrano Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 584 43 251 636 0 0 0 0 143 0 359 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 584 43 251 636 0 0 0 0 143 0 359 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 584 43 251 636 0 0 0 0 143 0 359 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 584 43 251 636 0 0 0 0 143 0 359 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 584 43 251 636 0 0 0 0 143 0 359 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1700 1700 1700 1700 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.34 0.03 0.15 0.37 0.00 0.00 0.00 0.00 0.08 0.00 0.21 OvlAdjV/S: 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:53:59 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Camino Capistrano/Verdugo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.527Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Verdugo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 22 612 0 0 736 40 13 0 15 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 612 0 0 736 40 13 0 15 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 612 0 0 736 40 13 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 612 0 0 736 40 13 0 15 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 612 0 0 736 40 13 0 15 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1700 1700 0 0 1612 88 1700 0 1700 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.36 0.00 0.00 0.46 0.46 0.01 0.00 0.01 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:53:59 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #7 Camino Capistrano/Forster ********************************************************************************Average Delay (sec/veh): 2.3 Worst Case Level Of Service: F[ 50.2]********************************************************************************Street Name: Camino Capistrano Forster Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 644 148 10 748 0 0 0 0 64 0 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 644 148 10 748 0 0 0 0 64 0 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 644 148 10 748 0 0 0 0 64 0 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 644 148 10 748 0 0 0 0 64 0 8 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 792 xxxx xxxxx xxxx xxxx xxxxx 1486 1486 718 Potent Cap.: xxxx xxxx xxxxx 838 xxxx xxxxx xxxx xxxx xxxxx 139 126 432 Move Cap.: xxxx xxxx xxxxx 838 xxxx xxxxx xxxx xxxx xxxxx 137 124 432 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.47 0.00 0.02 ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 149 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2.3 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 50.2 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 50.2ApproachLOS: * * * F ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:53:59 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Camino Capistrano/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.761Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 45 Level Of Service: C********************************************************************************Street Name: Camino Capistrano Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 0 1 2 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 450 315 128 51 293 452 526 903 322 138 835 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 450 315 128 51 293 452 526 903 322 138 835 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 450 315 128 51 293 452 526 903 322 138 835 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 450 315 128 51 293 452 526 903 322 138 835 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 450 315 128 51 293 452 526 903 322 138 835 22 OvlAdjVol: 189 97 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 1.95 0.05 Final Sat.: 3400 1700 1700 1700 1700 1700 3400 3400 1700 3400 3313 87 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.19 0.08 0.03 0.17 0.27 0.15 0.27 0.19 0.04 0.25 0.25 OvlAdjV/S: 0.11 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Paseo Adelanto/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.657Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 Level Of Service: B********************************************************************************Street Name: Paseo Adelanto Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 15 0 53 72 0 33 66 1673 46 170 1449 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 0 53 72 0 33 66 1673 46 170 1449 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 0 53 72 0 33 66 1673 46 170 1449 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 0 53 72 0 33 66 1673 46 170 1449 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 0 53 72 0 33 66 1673 46 170 1449 45 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.95 0.05 2.00 2.00 1.00 Final Sat.: 1700 0 1700 1700 0 1700 1700 3309 91 3400 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.03 0.04 0.00 0.02 0.04 0.51 0.51 0.05 0.43 0.03 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 Alipaz/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.594Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 28 Level Of Service: A********************************************************************************Street Name: Alipaz Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 2 1 0 0 1 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 56 98 684 86 27 6 19 971 28 509 1033 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 98 684 86 27 6 19 971 28 509 1033 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 98 684 86 27 6 19 971 28 509 1033 78 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 98 684 86 27 6 19 971 28 509 1033 78 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 98 684 86 27 6 19 971 28 509 1033 78 OvlAdjVol: 175 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 2.00 1.00 0.82 0.18 1.00 2.00 1.00 2.00 1.86 0.14 Final Sat.: 1700 1700 3400 1700 1391 309 1700 3400 1700 3400 3161 239 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.06 0.20 0.05 0.02 0.02 0.01 0.29 0.02 0.15 0.33 0.33 OvlAdjV/S: 0.05 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #11 Via Belardes-Paseo Carolina/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.429Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 21 Level Of Service: A********************************************************************************Street Name: Via Belardes-Paseo Carolina Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 23 7 99 35 6 35 19 860 21 60 982 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 7 99 35 6 35 19 860 21 60 982 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 23 7 99 35 6 35 19 860 21 60 982 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 7 99 35 6 35 19 860 21 60 982 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 7 99 35 6 35 19 860 21 60 982 32 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.77 0.23 1.00 0.85 0.15 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1303 397 1700 1451 249 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.02 0.06 0.02 0.02 0.02 0.01 0.25 0.01 0.04 0.29 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 Aguacate/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.582Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 28 Level Of Service: A********************************************************************************Street Name: Aguacate Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 92 2 104 35 0 27 21 811 3 2 755 49 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 2 104 35 0 27 21 811 3 2 755 49 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 2 104 35 0 27 21 811 3 2 755 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 2 104 35 0 27 21 811 3 2 755 49 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 2 104 35 0 27 21 811 3 2 755 49 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.98 0.02 1.00 1.00 0.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1664 36 1700 1700 0 1700 1700 3400 1700 1700 1700 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.06 0.06 0.02 0.00 0.02 0.01 0.24 0.00 0.00 0.44 0.03 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 Del Obispo/Calle Aspero ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.614Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 30 Level Of Service: B********************************************************************************Street Name: Del Obispo Calle Aspero Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 43 725 37 25 799 63 80 0 77 33 0 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 725 37 25 799 63 80 0 77 33 0 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 725 37 25 799 63 80 0 77 33 0 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 725 37 25 799 63 80 0 77 33 0 36 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 725 37 25 799 63 80 0 77 33 0 36 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.90 0.10 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1700 3235 165 1700 1700 1700 1700 0 1700 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.22 0.22 0.01 0.47 0.04 0.05 0.00 0.05 0.02 0.00 0.02 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 Del Obispo/Via Pimienta-Proj Dwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.584Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 28 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Pimienta-Proj Dwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 13 732 10 10 834 22 19 0 12 30 0 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 13 732 10 10 834 22 19 0 12 30 0 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 13 732 10 10 834 22 19 0 12 30 0 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 732 10 10 834 22 19 0 12 30 0 29 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 13 732 10 10 834 22 19 0 12 30 0 29 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 1.00 1.00 0.61 0.00 0.39 1.00 0.00 1.00 Final Sat.: 1700 3354 46 1700 1700 1700 1042 0 658 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.22 0.22 0.01 0.49 0.01 0.01 0.00 0.02 0.02 0.00 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 Del Obispo/Via Vermeulen ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.302Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 17 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Vermeulen Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 748 6 7 838 0 0 0 0 10 0 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 748 6 7 838 0 0 0 0 10 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 748 6 7 838 0 0 0 0 10 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 748 6 7 838 0 0 0 0 10 0 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 748 6 7 838 0 0 0 0 10 0 5 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.98 0.02 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3373 27 1700 3400 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.22 0.00 0.25 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 Del Obispo/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.791Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 50 Level Of Service: C********************************************************************************Street Name: Del Obispo Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 251 310 196 33 382 507 371 233 227 271 237 73 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 310 196 33 382 507 371 233 227 271 237 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 251 310 196 33 382 507 371 233 227 271 237 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 251 310 196 33 382 507 371 233 227 271 237 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 251 310 196 33 382 507 371 233 227 271 237 73 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.23 0.77 1.00 2.00 1.00 2.00 1.01 0.99 1.00 1.53 0.47 Final Sat.: 1700 2083 1317 1700 3400 1700 3400 1722 1678 1700 2599 801 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.15 0.15 0.02 0.11 0.30 0.11 0.14 0.14 0.16 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 Alipaz/Via Positiva ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.417Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 21 Level Of Service: A********************************************************************************Street Name: Alipaz Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 10 361 1 3 356 336 243 0 6 4 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 361 1 3 356 336 243 0 6 4 0 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 361 1 3 356 336 243 0 6 4 0 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 361 1 3 356 336 243 0 6 4 0 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 361 1 3 356 336 243 0 6 4 0 11 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.00 1.00 0.98 0.00 0.02 0.27 0.00 0.73 Final Sat.: 1700 3391 9 1700 1700 1700 1659 0 41 453 0 1247 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.11 0.11 0.00 0.21 0.20 0.14 0.00 0.15 0.00 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #18 Alipaz St/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.507Loss Time (sec): 0 Average Delay (sec/veh): 12.1Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Alipaz Street Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 18 22 0 0 12 382 262 0 5 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 22 0 0 12 382 262 0 5 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 22 0 0 12 382 262 0 5 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 22 0 0 12 382 262 0 5 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 22 0 0 12 382 262 0 5 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.45 0.55 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 271 331 0 0 650 753 579 0 708 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.07 xxxx xxxx 0.02 0.51 0.45 xxxx 0.01 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 9.1 9.1 0.0 0.0 8.2 11.8 13.3 0.0 7.5 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.1 9.1 0.0 0.0 8.2 11.8 13.3 0.0 7.5 0.0 0.0 0.0 LOS by Move: A A * * A B B * A * * * ApproachDel: 9.1 11.7 13.1 xxxxxxDelay Adj: 1.00 1.00 1.00 xxxxxApprAdjDel: 9.1 11.7 13.1 xxxxxxLOS by Appr: A B B * AllWayAvgQ: 0.1 0.1 0.1 0.0 0.0 0.9 0.7 0.0 0.0 0.0 0.0 0.0 ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #19 Project Driveway/Via Positiva ********************************************************************************Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 12.3]********************************************************************************Street Name: Project Driveway Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 29 0 11 4 220 0 0 336 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 29 0 11 4 220 0 0 336 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 29 0 11 4 220 0 0 336 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 29 0 11 4 220 0 0 336 10 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 569 569 341 346 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 487 435 706 1224 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 486 433 706 1224 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.06 0.00 0.02 0.00 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 531 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.2 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 12.3 xxxxx 8.0 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A * * * * * ApproachDel: xxxxxx 12.3 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project AM Fri Jan 19, 2018 09:54:00 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 Via Positiva/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.523Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Via Positiva Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Prot+Permit Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 38 0 146 373 221 0 0 341 228 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 38 0 146 373 221 0 0 341 228 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 38 0 146 373 221 0 0 341 228 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 38 0 146 373 221 0 0 341 228 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 38 0 146 373 221 0 0 341 228 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.20 0.80 Final Sat.: 0 0 0 1700 0 1700 1700 3400 0 0 2038 1362 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.09 0.22 0.07 0.00 0.00 0.17 0.17 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 I-5 NB Ramps/Ortega C xxxxx 0.747 C xxxxx 0.747 + 0.000 V/C # 2 I-5 SB Ramps/Ortega C xxxxx 0.770 C xxxxx 0.770 + 0.000 V/C # 3 Del Obispo/Ortega A xxxxx 0.589 A xxxxx 0.589 + 0.000 V/C # 4 El Camino Real/Ortega A xxxxx 0.481 A xxxxx 0.481 + 0.000 V/C # 5 Camino Capistrano/Ortega A xxxxx 0.561 A xxxxx 0.561 + 0.000 V/C # 6 Camino Capistrano/Verdugo A xxxxx 0.565 A xxxxx 0.565 + 0.000 V/C # 7 Camino Capistrano/Forster F 51.2 0.536 F 51.2 0.536 + 0.000 D/V # 8 Camino Capistrano/Del Obispo C xxxxx 0.719 C xxxxx 0.719 + 0.000 V/C # 9 Paseo Adelanto/Del Obispo B xxxxx 0.672 B xxxxx 0.672 + 0.000 V/C # 10 Alipaz/Del Obispo A xxxxx 0.542 A xxxxx 0.542 + 0.000 V/C # 11 Via Belardes-Paseo Carolina/De A xxxxx 0.379 A xxxxx 0.379 + 0.000 V/C # 12 Aguacate/Del Obispo A xxxxx 0.539 A xxxxx 0.539 + 0.000 V/C # 13 Del Obispo/Calle Aspero A xxxxx 0.560 A xxxxx 0.560 + 0.000 V/C # 14 Del Obispo/Via Pimienta-Proj D A xxxxx 0.524 A xxxxx 0.524 + 0.000 V/C # 15 Del Obispo/Via Vermeulen A xxxxx 0.289 A xxxxx 0.289 + 0.000 V/C # 16 Del Obispo/Camino Del Avion B xxxxx 0.669 B xxxxx 0.669 + 0.000 V/C # 17 Alipaz/Via Positiva A xxxxx 0.319 A xxxxx 0.319 + 0.000 V/C # 18 Alipaz St/Camino Del Avion B 11.9 0.521 B 11.9 0.521 + 0.000 V/C # 19 Project Driveway/Via Positiva B 10.2 0.029 B 10.2 0.029 + 0.000 D/V # 20 Via Positiva/Camino Del Avion A xxxxx 0.234 A xxxxx 0.234 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 I-5 NB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.747Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 Level Of Service: C********************************************************************************Street Name: I-5 NB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 1 1 0 0 0 1 1 0 2 1 1 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 211 25 437 59 0 111 62 1765 604 0 1916 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 25 437 59 0 111 62 1765 604 0 1916 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 25 437 59 0 111 62 1765 604 0 1916 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 25 437 59 0 111 62 1765 604 0 1916 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 25 437 59 0 111 62 1765 604 0 1916 108 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.63 0.07 1.30 1.00 0.00 1.00 1.00 2.98 1.02 0.00 2.84 0.16 Final Sat.: 1066 126 2208 1700 0 1700 1700 5066 1734 0 4828 272 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.20 0.20 0.20 0.03 0.00 0.07 0.04 0.35 0.35 0.00 0.40 0.40 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 I-5 SB Ramps/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.770Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 46 Level Of Service: C********************************************************************************Street Name: I-5 SB Ramps Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 3 0 1 2 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 1120 0 907 0 1297 194 463 902 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1120 0 907 0 1297 194 463 902 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1120 0 907 0 1297 0 463 902 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1120 0 907 0 1297 0 463 902 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1120 0 907 0 1297 0 463 902 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3400 0 5100 1700 3400 3400 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.33 0.00 0.27 0.00 0.25 0.00 0.14 0.27 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Del Obispo/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.589Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 28 Level Of Service: A********************************************************************************Street Name: Del Obispo Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 0 0 2 0 1 1 1 0 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 93 1067 27 0 1191 632 407 6 90 10 4 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 1067 27 0 1191 632 407 6 90 10 4 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 93 1067 27 0 1191 632 407 6 90 10 4 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1067 27 0 1191 632 407 6 90 10 4 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 93 1067 27 0 1191 632 407 6 90 10 4 17 OvlAdjVol: 425 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.93 0.07 0.00 2.00 1.00 1.97 0.03 1.00 1.00 0.19 0.81 Final Sat.: 1700 4974 126 0 3400 1700 3351 49 1700 1700 324 1376 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.21 0.21 0.00 0.35 0.37 0.12 0.12 0.05 0.01 0.01 0.01 OvlAdjV/S: 0.25 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 El Camino Real/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.481Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 23 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 15 83 112 152 32 36 19 244 20 121 396 185 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 83 112 152 32 36 19 244 20 121 396 185 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 83 112 152 32 36 19 244 20 121 396 185 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 83 112 152 32 36 19 244 20 121 396 185 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 83 112 152 32 36 19 244 20 121 396 185 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.07 0.40 0.53 0.83 0.17 1.00 0.13 1.73 0.14 0.34 1.13 0.53 Final Sat.: 121 672 907 1404 296 1700 228 2931 240 586 1918 896 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.12 0.12 0.09 0.11 0.02 0.01 0.08 0.08 0.07 0.21 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Camino Capistrano/Ortega ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.561Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 27 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Ortega Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 486 136 144 501 0 0 0 0 238 0 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 486 136 144 501 0 0 0 0 238 0 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 486 136 144 501 0 0 0 0 238 0 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 486 136 144 501 0 0 0 0 238 0 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 486 136 144 501 0 0 0 0 238 0 213 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1700 1700 1700 1700 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.29 0.08 0.08 0.29 0.00 0.00 0.00 0.00 0.14 0.00 0.13 OvlAdjV/S: 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Camino Capistrano/Verdugo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.565Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 27 Level Of Service: A********************************************************************************Street Name: Camino Capistrano Verdugo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 74 542 0 0 614 108 79 0 63 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 542 0 0 614 108 79 0 63 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 542 0 0 614 108 79 0 63 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 542 0 0 614 108 79 0 63 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 542 0 0 614 108 79 0 63 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 0.85 0.15 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1700 1700 0 0 1446 254 1700 0 1700 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.32 0.00 0.00 0.42 0.42 0.05 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #7 Camino Capistrano/Forster ********************************************************************************Average Delay (sec/veh): 3.2 Worst Case Level Of Service: F[ 51.2]********************************************************************************Street Name: Camino Capistrano Forster Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 616 121 21 683 0 0 0 0 82 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 616 121 21 683 0 0 0 0 82 0 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 616 121 21 683 0 0 0 0 82 0 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 616 121 21 683 0 0 0 0 82 0 11 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 737 xxxx xxxxx xxxx xxxx xxxxx 1402 1402 677 Potent Cap.: xxxx xxxx xxxxx 878 xxxx xxxxx xxxx xxxx xxxxx 156 141 457 Move Cap.: xxxx xxxx xxxxx 878 xxxx xxxxx xxxx xxxx xxxxx 153 138 457 Volume/Cap: xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.54 0.00 0.02 ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 166 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2.9 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 51.2 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 51.2ApproachLOS: * * * F ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Camino Capistrano/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.719Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 39 Level Of Service: C********************************************************************************Street Name: Camino Capistrano Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 0 1 2 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 501 309 215 70 293 445 373 742 346 137 785 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 501 309 215 70 293 445 373 742 346 137 785 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 501 309 215 70 293 445 373 742 346 137 785 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 501 309 215 70 293 445 373 742 346 137 785 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 501 309 215 70 293 445 373 742 346 137 785 31 OvlAdjVol: 259 96 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 1.92 0.08 Final Sat.: 3400 1700 1700 1700 1700 1700 3400 3400 1700 3400 3271 129 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.18 0.13 0.04 0.17 0.26 0.11 0.22 0.20 0.04 0.24 0.24 OvlAdjV/S: 0.15 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Paseo Adelanto/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.672Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 34 Level Of Service: B********************************************************************************Street Name: Paseo Adelanto Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 73 4 172 86 4 45 95 1201 29 122 1530 66 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 4 172 86 4 45 95 1201 29 122 1530 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 4 172 86 4 45 95 1201 29 122 1530 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 4 172 86 4 45 95 1201 29 122 1530 66 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 4 172 86 4 45 95 1201 29 122 1530 66 OvlAdjVol: 111 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.95 0.05 1.00 1.00 0.08 0.92 1.00 1.95 0.05 2.00 2.00 1.00 Final Sat.: 1612 88 1700 1700 139 1561 1700 3320 80 3400 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.05 0.10 0.05 0.03 0.03 0.06 0.36 0.36 0.04 0.45 0.04 OvlAdjV/S: 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 Alipaz/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.542Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 26 Level Of Service: A********************************************************************************Street Name: Alipaz Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 2 1 0 0 1 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 28 15 536 106 51 53 17 750 51 654 958 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 15 536 106 51 53 17 750 51 654 958 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 15 536 106 51 53 17 750 51 654 958 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 15 536 106 51 53 17 750 51 654 958 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 15 536 106 51 53 17 750 51 654 958 47 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 2.00 1.00 0.49 0.51 1.00 2.00 1.00 2.00 1.91 0.09 Final Sat.: 1700 1700 3400 1700 834 866 1700 3400 1700 3400 3241 159 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.01 0.16 0.06 0.06 0.06 0.01 0.22 0.03 0.19 0.30 0.30 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #11 Via Belardes-Paseo Carolina/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.379Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 19 Level Of Service: A********************************************************************************Street Name: Via Belardes-Paseo Carolina Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 22 0 103 34 4 20 22 663 25 90 811 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 0 103 34 4 20 22 663 25 90 811 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 0 103 34 4 20 22 663 25 90 811 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 0 103 34 4 20 22 663 25 90 811 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 0 103 34 4 20 22 663 25 90 811 35 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.89 0.11 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 0 1700 1521 179 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.06 0.02 0.02 0.01 0.01 0.20 0.01 0.05 0.24 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 Aguacate/Del Obispo ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.539Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Aguacate Del Obispo Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 15 0 9 47 0 18 20 630 2 2 755 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 0 9 47 0 18 20 630 2 2 755 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 0 9 47 0 18 20 630 2 2 755 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 0 9 47 0 18 20 630 2 2 755 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 0 9 47 0 18 20 630 2 2 755 38 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1700 0 1700 1700 0 1700 1700 3400 1700 1700 1700 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.01 0.03 0.00 0.01 0.01 0.19 0.00 0.00 0.44 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 Del Obispo/Calle Aspero ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.560Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 27 Level Of Service: A********************************************************************************Street Name: Del Obispo Calle Aspero Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 66 559 45 43 693 74 70 0 53 38 0 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 559 45 43 693 74 70 0 53 38 0 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 559 45 43 693 74 70 0 53 38 0 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 559 45 43 693 74 70 0 53 38 0 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 559 45 43 693 74 70 0 53 38 0 32 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.85 0.15 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1700 3147 253 1700 1700 1700 1700 0 1700 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.18 0.18 0.03 0.41 0.04 0.04 0.00 0.03 0.02 0.00 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 Del Obispo/Via Pimienta-Proj Dwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.524Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 25 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Pimienta-Proj Dwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 13 607 34 32 733 23 25 0 15 20 0 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 13 607 34 32 733 23 25 0 15 20 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 13 607 34 32 733 23 25 0 15 20 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 607 34 32 733 23 25 0 15 20 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 13 607 34 32 733 23 25 0 15 20 0 19 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.89 0.11 1.00 1.00 1.00 0.62 0.00 0.38 1.00 0.00 1.00 Final Sat.: 1700 3220 180 1700 1700 1700 1063 0 638 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.19 0.19 0.02 0.43 0.01 0.01 0.00 0.02 0.01 0.00 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 Del Obispo/Via Vermeulen ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.289Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 17 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Vermeulen Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 636 5 19 758 0 0 0 0 28 0 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 636 5 19 758 0 0 0 0 28 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 636 5 19 758 0 0 0 0 28 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 636 5 19 758 0 0 0 0 28 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 636 5 19 758 0 0 0 0 28 0 19 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.98 0.02 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3373 27 1700 3400 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.19 0.19 0.01 0.22 0.00 0.00 0.00 0.00 0.02 0.00 0.01 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 Del Obispo/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.669Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 34 Level Of Service: B********************************************************************************Street Name: Del Obispo Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 224 336 203 35 297 460 344 227 204 153 131 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 224 336 203 35 297 460 344 227 204 153 131 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 224 336 203 35 297 460 344 227 204 153 131 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 224 336 203 35 297 460 344 227 204 153 131 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 224 336 203 35 297 460 344 227 204 153 131 40 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.25 0.75 1.00 2.00 1.00 2.00 1.05 0.95 1.00 1.53 0.47 Final Sat.: 1700 2119 1281 1700 3400 1700 3400 1791 1609 1700 2605 795 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.16 0.16 0.02 0.09 0.27 0.10 0.13 0.13 0.09 0.05 0.05 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 Alipaz/Via Positiva ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.319Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 18 Level Of Service: A********************************************************************************Street Name: Alipaz Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 330 4 11 306 184 147 0 4 2 0 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 330 4 11 306 184 147 0 4 2 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 330 4 11 306 184 147 0 4 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 330 4 11 306 184 147 0 4 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 330 4 11 306 184 147 0 4 2 0 6 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.98 0.02 1.00 1.00 1.00 0.97 0.00 0.03 0.25 0.00 0.75 Final Sat.: 1700 3359 41 1700 1700 1700 1655 0 45 425 0 1275 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.10 0.10 0.01 0.18 0.11 0.09 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #18 Alipaz St/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.521Loss Time (sec): 0 Average Delay (sec/veh): 11.9Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Alipaz Street Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 8 15 0 0 21 246 323 0 12 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 15 0 0 21 246 323 0 12 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 15 0 0 21 246 323 0 12 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 15 0 0 21 246 323 0 12 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 15 0 0 21 246 323 0 12 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.35 0.65 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 208 391 0 0 629 721 620 0 772 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.04 xxxx xxxx 0.03 0.34 0.52 xxxx 0.02 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 8.9 8.9 0.0 0.0 8.4 9.8 14.2 0.0 7.3 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.9 8.9 0.0 0.0 8.4 9.8 14.2 0.0 7.3 0.0 0.0 0.0 LOS by Move: A A * * A A B * A * * * ApproachDel: 8.9 9.7 13.9 xxxxxxDelay Adj: 1.00 1.00 1.00 xxxxxApprAdjDel: 8.9 9.7 13.9 xxxxxxLOS by Appr: A A B * AllWayAvgQ: 0.0 0.0 0.0 0.0 0.0 0.5 1.0 0.0 0.0 0.0 0.0 0.0 ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #19 Project Driveway/Via Positiva ********************************************************************************Average Delay (sec/veh): 1.1 Worst Case Level Of Service: B[ 10.2]********************************************************************************Street Name: Project Driveway Via Positiva Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 19 0 9 14 132 0 0 156 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 19 0 9 14 132 0 0 156 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 19 0 9 14 132 0 0 156 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 19 0 9 14 132 0 0 156 32 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 332 332 172 188 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 667 591 877 1398 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 662 585 877 1398 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.03 0.00 0.01 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 718 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.1 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 10.2 xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A * * * * * ApproachDel: xxxxxx 10.2 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA Buildout + Project PM Fri Jan 19, 2018 09:54:41 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 Via Positiva/Camino Del Avion ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.234Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 16 Level Of Service: A********************************************************************************Street Name: Via Positiva Camino Del Avion Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Prot+Permit Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 14 0 77 123 310 0 0 193 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 14 0 77 123 310 0 0 193 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 77 123 310 0 0 193 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 14 0 77 123 310 0 0 193 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 14 0 77 123 310 0 0 193 33 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.71 0.29 Final Sat.: 0 0 0 1700 0 1700 1700 3400 0 0 2904 496 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.05 0.07 0.09 0.00 0.00 0.07 0.07 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 2-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of ServiceIntersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C# 1 I-5 NB Ramps/Ortega B xxxxx 0.684 B xxxxx 0.684 + 0.000 V/C # 2 I-5 SB Ramps/Ortega B xxxxx 0.664 B xxxxx 0.664 + 0.000 V/C # 3 Del Obispo/Ortega A xxxxx 0.509 A xxxxx 0.509 + 0.000 V/C # 4 El Camino Real/Ortega A xxxxx 0.404 A xxxxx 0.404 + 0.000 V/C # 5 Camino Capistrano/Ortega A xxxxx 0.482 A xxxxx 0.482 + 0.000 V/C # 6 Camino Capistrano/Verdugo A xxxxx 0.508 A xxxxx 0.508 + 0.000 V/C # 7 Camino Capistrano/Forster D 33.0 0.377 D 33.0 0.377 + 0.000 D/V # 8 Camino Capistrano/Del Obispo B xxxxx 0.623 B xxxxx 0.623 + 0.000 V/C # 9 Paseo Adelanto/Del Obispo A xxxxx 0.541 A xxxxx 0.541 + 0.000 V/C # 10 Alipaz/Del Obispo A xxxxx 0.447 A xxxxx 0.447 + 0.000 V/C # 11 Via Belardes-Paseo Carolina/De A xxxxx 0.338 A xxxxx 0.338 + 0.000 V/C # 12 Aguacate/Del Obispo A xxxxx 0.461 A xxxxx 0.461 + 0.000 V/C # 13 Del Obispo/Calle Aspero A xxxxx 0.465 A xxxxx 0.465 + 0.000 V/C # 14 Del Obispo/Via Pimienta-Proj D A xxxxx 0.458 A xxxxx 0.458 + 0.000 V/C # 15 Del Obispo/Via Vermeulen A xxxxx 0.246 A xxxxx 0.246 + 0.000 V/C # 16 Del Obispo/Camino Del Avion A xxxxx 0.599 A xxxxx 0.599 + 0.000 V/C # 17 Alipaz/Via Positiva A xxxxx 0.324 A xxxxx 0.324 + 0.000 V/C # 18 Alipaz St/Camino Del Avion B 11.4 0.484 B 11.4 0.484 + 0.000 V/C # 19 Project Driveway/Via Positiva B 10.5 0.074 B 10.5 0.074 + 0.000 D/V # 20 Via Positiva/Camino Del Avion A xxxxx 0.214 A xxxxx 0.214 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 3-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #1 I-5 NB Ramps/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.684Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 35 Level Of Service: B********************************************************************************Street Name: I-5 NB Ramps OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 1 1 0 0 0 1 1 0 2 1 1 0 0 2 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 186 24 398 58 0 108 60 1394 579 0 1728 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 24 398 58 0 108 60 1394 579 0 1728 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 24 398 58 0 108 60 1394 579 0 1728 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 24 398 58 0 108 60 1394 579 0 1728 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 24 398 58 0 108 60 1394 579 0 1728 88 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.61 0.08 1.31 1.00 0.00 1.00 1.00 2.83 1.17 0.00 2.85 0.15 Final Sat.: 1040 134 2226 1700 0 1700 1700 4804 1996 0 4853 247 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.18 0.18 0.18 0.03 0.00 0.06 0.04 0.29 0.29 0.00 0.36 0.36 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 4-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #2 I-5 SB Ramps/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.664Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 34 Level Of Service: B********************************************************************************Street Name: I-5 SB Ramps OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Include Include Ignore IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 3 0 1 2 0 2 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 904 0 801 0 1125 225 432 740 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 904 0 801 0 1125 225 432 740 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 904 0 801 0 1125 0 432 740 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 904 0 801 0 1125 0 432 740 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 0 0 904 0 801 0 1125 0 432 740 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3400 0 5100 1700 3400 3400 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.24 0.00 0.22 0.00 0.13 0.22 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 5-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #3 Del Obispo/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.509Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Del Obispo OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 1 0 0 0 2 0 1 1 1 0 0 1 1 0 0 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 88 1044 26 0 1045 508 292 6 88 10 4 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1044 26 0 1045 508 292 6 88 10 4 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 1044 26 0 1045 508 292 6 88 10 4 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 1044 26 0 1045 508 292 6 88 10 4 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 1044 26 0 1045 508 292 6 88 10 4 16 OvlAdjVol: 359------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.93 0.07 0.00 2.00 1.00 1.96 0.04 1.00 1.00 0.20 0.80 Final Sat.: 1700 4976 124 0 3400 1700 3332 68 1700 1700 340 1360 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.21 0.21 0.00 0.31 0.30 0.09 0.09 0.05 0.01 0.01 0.01 OvlAdjV/S: 0.21Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 6-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #4 El Camino Real/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.404Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 20 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 74 89 120 29 29 7 181 16 90 333 176 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 74 89 120 29 29 7 181 16 90 333 176 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 74 89 120 29 29 7 181 16 90 333 176 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 74 89 120 29 29 7 181 16 90 333 176 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 74 89 120 29 29 7 181 16 90 333 176 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.07 0.42 0.51 0.81 0.19 1.00 0.07 1.77 0.16 0.30 1.11 0.59 Final Sat.: 117 719 865 1369 331 1700 117 3017 267 511 1890 999 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.10 0.10 0.07 0.09 0.02 0.00 0.06 0.06 0.05 0.18 0.18 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 7-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #5 Camino Capistrano/Ortega********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.482Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 23 Level Of Service: A********************************************************************************Street Name: Camino Capistrano OrtegaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Ovl Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 428 117 88 414 0 0 0 0 218 0 156 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 428 117 88 414 0 0 0 0 218 0 156 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 428 117 88 414 0 0 0 0 218 0 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 428 117 88 414 0 0 0 0 218 0 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 428 117 88 414 0 0 0 0 218 0 156 OvlAdjVol: 0------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1700 1700 1700 1700 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.25 0.07 0.05 0.24 0.00 0.00 0.00 0.00 0.13 0.00 0.09 OvlAdjV/S: 0.00Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 8-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #6 Camino Capistrano/Verdugo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.508Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 24 Level Of Service: A********************************************************************************Street Name: Camino Capistrano VerdugoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 72 466 0 0 524 105 77 0 61 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 466 0 0 524 105 77 0 61 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 466 0 0 524 105 77 0 61 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 466 0 0 524 105 77 0 61 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 466 0 0 524 105 77 0 61 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 0.83 0.17 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1700 1700 0 0 1416 284 1700 0 1700 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.27 0.00 0.00 0.37 0.37 0.05 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 9-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative)********************************************************************************Intersection #7 Camino Capistrano/Forster********************************************************************************Average Delay (sec/veh): 2.1 Worst Case Level Of Service: D[ 33.0]********************************************************************************Street Name: Camino Capistrano ForsterApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop SignRights: Include Include Include IncludeLanes: 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1! 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 541 112 17 596 0 0 0 0 74 0 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 541 112 17 596 0 0 0 0 74 0 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 541 112 17 596 0 0 0 0 74 0 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 541 112 17 596 0 0 0 0 74 0 8 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 653 xxxx xxxxx xxxx xxxx xxxxx 1227 1227 597 Potent Cap.: xxxx xxxx xxxxx 943 xxxx xxxxx xxxx xxxx xxxxx 199 180 507 Move Cap.: xxxx xxxx xxxxx 943 xxxx xxxxx xxxx xxxx xxxxx 196 177 507 Volume/Cap: xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.38 0.00 0.02 ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RTShared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 209 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.8 xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 33.0 xxxxx Shared LOS: * * * * * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 33.0ApproachLOS: * * * D********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 10-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #8 Camino Capistrano/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.623Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 30 Level Of Service: B********************************************************************************Street Name: Camino Capistrano Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected ProtectedRights: Include Ovl Ovl IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 1 0 1 1 0 1 0 1 2 0 2 0 1 2 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 446 272 184 68 240 390 328 750 268 110 665 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 446 272 184 68 240 390 328 750 268 110 665 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 446 272 184 68 240 390 328 750 268 110 665 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 446 272 184 68 240 390 328 750 268 110 665 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 446 272 184 68 240 390 328 750 268 110 665 30 OvlAdjVol: 226 45------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 1.91 0.09 Final Sat.: 3400 1700 1700 1700 1700 1700 3400 3400 1700 3400 3253 147 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.16 0.11 0.04 0.14 0.23 0.10 0.22 0.16 0.03 0.20 0.20 OvlAdjV/S: 0.13 0.03Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 11-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #9 Paseo Adelanto/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.541Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 26 Level Of Service: A********************************************************************************Street Name: Paseo Adelanto Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Ovl Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0 2 0 2 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 68 4 164 30 4 16 16 1176 26 114 1365 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 68 4 164 30 4 16 16 1176 26 114 1365 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 4 164 30 4 16 16 1176 26 114 1365 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 4 164 30 4 16 16 1176 26 114 1365 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 68 4 164 30 4 16 16 1176 26 114 1365 40 OvlAdjVol: 107------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.94 0.06 1.00 1.00 0.20 0.80 1.00 1.96 0.04 2.00 2.00 1.00 Final Sat.: 1606 94 1700 1700 340 1360 1700 3326 74 3400 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.04 0.10 0.02 0.01 0.01 0.01 0.35 0.35 0.03 0.40 0.02 OvlAdjV/S: 0.06Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 12-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #10 Alipaz/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.447Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 22 Level Of Service: A********************************************************************************Street Name: Alipaz Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected ProtectedRights: Ovl Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 0 2 1 0 0 1 0 1 0 2 0 1 2 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 6 497 34 8 8 8 677 26 582 825 46 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 6 497 34 8 8 8 677 26 582 825 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 6 497 34 8 8 8 677 26 582 825 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 6 497 34 8 8 8 677 26 582 825 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 6 497 34 8 8 8 677 26 582 825 46 OvlAdjVol: 0------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 2.00 1.00 0.50 0.50 1.00 2.00 1.00 2.00 1.89 0.11 Final Sat.: 1700 1700 3400 1700 850 850 1700 3400 1700 3400 3220 180 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.15 0.02 0.01 0.01 0.00 0.20 0.02 0.17 0.26 0.26 OvlAdjV/S: 0.00Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 13-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #11 Via Belardes-Paseo Carolina/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.338Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 18 Level Of Service: A********************************************************************************Street Name: Via Belardes-Paseo Carolina Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 0 84 20 2 10 18 595 22 88 683 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 0 84 20 2 10 18 595 22 88 683 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 14 0 84 20 2 10 18 595 22 88 683 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 0 84 20 2 10 18 595 22 88 683 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 14 0 84 20 2 10 18 595 22 88 683 30 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.91 0.09 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 0 1700 1545 155 1700 1700 3400 1700 1700 3400 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.05 0.01 0.01 0.01 0.01 0.17 0.01 0.05 0.20 0.02 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 14-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #12 Aguacate/Del Obispo********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.461Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 22 Level Of Service: A********************************************************************************Street Name: Aguacate Del ObispoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 0 9 35 0 16 18 575 1 2 637 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 0 9 35 0 16 18 575 1 2 637 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 14 0 9 35 0 16 18 575 1 2 637 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 0 9 35 0 16 18 575 1 2 637 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 14 0 9 35 0 16 18 575 1 2 637 28 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1700 0 1700 1700 0 1700 1700 3400 1700 1700 1700 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.01 0.02 0.00 0.01 0.01 0.17 0.00 0.00 0.37 0.02 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 15-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #13 Del Obispo/Calle Aspero********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.465Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 22 Level Of Service: A********************************************************************************Street Name: Del Obispo Calle AsperoApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 0 1 0 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 52 520 28 35 578 60 54 0 39 18 0 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 520 28 35 578 60 54 0 39 18 0 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 52 520 28 35 578 60 54 0 39 18 0 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 520 28 35 578 60 54 0 39 18 0 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 52 520 28 35 578 60 54 0 39 18 0 21 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.90 0.10 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Final Sat.: 1700 3226 174 1700 1700 1700 1700 0 1700 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.16 0.16 0.02 0.34 0.04 0.03 0.00 0.02 0.01 0.00 0.01 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 16-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #14 Del Obispo/Via Pimienta-Proj Dwy********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.458Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 22 Level Of Service: A********************************************************************************Street Name: Del Obispo Via Pimienta-Proj DwyApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 1 0 0 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 10 536 0 1 620 16 10 0 6 0 0 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 536 0 1 620 16 10 0 6 0 0 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 536 0 1 620 16 10 0 6 0 0 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 536 0 1 620 16 10 0 6 0 0 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 536 0 1 620 16 10 0 6 0 0 53 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.00 1.00 0.62 0.00 0.38 1.00 0.00 1.00 Final Sat.: 1700 3400 0 1700 1700 1700 1063 0 638 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.16 0.00 0.00 0.36 0.01 0.01 0.00 0.01 0.00 0.00 0.03 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 17-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #15 Del Obispo/Via Vermeulen********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.246Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 16 Level Of Service: A********************************************************************************Street Name: Del Obispo Via VermeulenApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Split Phase Split Phase Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 1------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 531 4 16 616 0 0 0 0 26 0 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 531 4 16 616 0 0 0 0 26 0 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 531 4 16 616 0 0 0 0 26 0 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 531 4 16 616 0 0 0 0 26 0 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 531 4 16 616 0 0 0 0 26 0 16 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.99 0.01 1.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3375 25 1700 3400 0 0 0 0 1700 0 1700 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.16 0.16 0.01 0.18 0.00 0.00 0.00 0.00 0.02 0.00 0.01 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 18-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #16 Del Obispo/Camino Del Avion********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.599Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 29 Level Of Service: A********************************************************************************Street Name: Del Obispo Camino Del AvionApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected ProtectedRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 1 1 0 1 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 216 286 188 31 245 375 286 213 191 141 124 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 286 188 31 245 375 286 213 191 141 124 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 216 286 188 31 245 375 286 213 191 141 124 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 286 188 31 245 375 286 213 191 141 124 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 216 286 188 31 245 375 286 213 191 141 124 38 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.21 0.79 1.00 2.00 1.00 2.00 1.05 0.95 1.00 1.53 0.47 Final Sat.: 1700 2051 1349 1700 3400 1700 3400 1793 1607 1700 2602 798 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.14 0.14 0.02 0.07 0.22 0.08 0.12 0.12 0.08 0.05 0.05 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 19-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #17 Alipaz/Via Positiva********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.324Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 18 Level Of Service: A********************************************************************************Street Name: Alipaz Via PositivaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 0 1 0 0 1! 0 0 0 0 1! 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 297 4 11 277 150 178 0 4 2 0 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 297 4 11 277 150 178 0 4 2 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 297 4 11 277 150 178 0 4 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 297 4 11 277 150 178 0 4 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 297 4 11 277 150 178 0 4 2 0 6 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 1.00 1.00 0.98 0.00 0.02 0.25 0.00 0.75 Final Sat.: 1700 3355 45 1700 1700 1700 1663 0 37 425 0 1275 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.09 0.09 0.01 0.16 0.09 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 20-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative)********************************************************************************Intersection #18 Alipaz St/Camino Del Avion********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.484Loss Time (sec): 0 Average Delay (sec/veh): 11.4Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Alipaz Street Camino Del AvionApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop SignRights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 8 10 0 0 15 231 304 0 12 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 10 0 0 15 231 304 0 12 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 10 0 0 15 231 304 0 12 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 10 0 0 15 231 304 0 12 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 10 0 0 15 231 304 0 12 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.44 0.56 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 271 339 0 0 637 733 628 0 785 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.03 xxxx xxxx 0.02 0.32 0.48 xxxx 0.02 xxxx xxxx xxxx Crit Moves: **** **** ****Delay/Veh: 8.7 8.7 0.0 0.0 8.2 9.4 13.3 0.0 7.2 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.7 8.7 0.0 0.0 8.2 9.4 13.3 0.0 7.2 0.0 0.0 0.0 LOS by Move: A A * * A A B * A * * * ApproachDel: 8.7 9.4 13.0 xxxxxxDelay Adj: 1.00 1.00 1.00 xxxxxApprAdjDel: 8.7 9.4 13.0 xxxxxxLOS by Appr: A A B *AllWayAvgQ: 0.0 0.0 0.0 0.0 0.0 0.4 0.9 0.0 0.0 0.0 0.0 0.0 ********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 21-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative)********************************************************************************Intersection #19 Project Driveway/Via Positiva********************************************************************************Average Delay (sec/veh): 1.6 Worst Case Level Of Service: B[ 10.5]********************************************************************************Street Name: Project Driveway Via PositivaApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include IncludeLanes: 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 53 0 0 0 129 0 0 152 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 53 0 0 0 129 0 0 152 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 53 0 0 0 129 0 0 152 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 53 0 0 0 129 0 0 152 2 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 282 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 712 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 712 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.07 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 10.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RTShared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx 10.5 xxxxxx xxxxxxApproachLOS: * B * *********************************************************************************Note: Queue reported is the number of cars per lane.******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex + Proj Const PM Tue Jan 16, 2018 12:22:58 Page 22-1---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative)********************************************************************************Intersection #20 Via Positiva/Camino Del Avion********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.214Loss Time (sec): 5 Average Delay (sec/veh): xxxxxxOptimal Cycle: 16 Level Of Service: A********************************************************************************Street Name: Via Positiva Camino Del AvionApproach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Prot+Permit Permitted Rights: Include Include Include IncludeMin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 14 0 66 106 296 0 0 182 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 14 0 66 106 296 0 0 182 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 66 106 296 0 0 182 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 14 0 66 106 296 0 0 182 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 14 0 66 106 296 0 0 182 32 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.70 0.30 Final Sat.: 0 0 0 1700 0 1700 1700 3400 0 0 2892 508 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.04 0.06 0.09 0.00 0.00 0.06 0.06 Crit Moves: **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. 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Serra Catholic High School North and south of J. Serra Road west of I-5. private high school 2,000 stu. n/a 52% occupied 1,050 students yes-EIR 3 Oliva TTM 16146 (Belladonna Estates) West side of Del Obispo Street south of Calle Aspero. residential n.a. 31 SFD Under construction. 20 D.U. occupied. Yes-IS&MND 4 T16634 Whispering Hills West of La Pata Avenue and north of Prima Deshecha Canada Landfill. residential n.a. 155 SFD Under construction. 140 D.U. occupied yes-EIR 5 Pacifica San Juan East of I-5 extending from McCracken Hill south to Camino Las Ramblas. SF estate SF detached MF multi-family n.a. n.a. n.a. 416 du Under construction. 123 D.U. occupied yes-EIR 6 24-Hour Fitness south side of Calle Arroyo west of Rancho Viejo Road. health club 38,000 gsf n.a. Under Construction yes-EIR Addendum 7 Plaza Banderas Northeast corner of El Camino Real & State Route-74 (Ortega Highway). Hotel and restaurant 124 rooms: 14,500 gsf Restaurant: 3,898 gsf n.a. Under Construction Yes-EIR 8 The Oaks South side of Ortega Highway west of Reata Park. residential equestrian 50 horses 32 SFD Under construction 16 D.U. occupied Yes-MND 9 Kimpton Hotel Southeast corner of Camino Capistrano and Forster Hotel and restaurant 102 rooms 3,500 gsf n.a. Approved; Pending litigation; Demo completed Yes – MND Addendum 10 Distrito La Novia-San Juan Meadows North and south sides of La Novia Avenue east of Valle Road. commercial office equestrian residential 75,100 gsf 16,000 gsf 500 horses 90 SFA 50 MFA 93 SFD Approved yes-EIR 11 Church of Latter Day Saints North side of Vista Montana west of La Pata Ave. church 16,558 gsf n.a. Approved Yes - MND No. Project Name Location Land Use GSF/No. DU Status Traffic report 12 Oliva TTM 17655 (Belladonna Estates) West side of Del Obispo Street south of Calle Aspero. residential n.a. 9 SFD Under construction 8 D.U. occupied MND Addendum 13 The River Street Project North of Del Obispo on Paseo Adelanto through to Los Rios commercial 57,600 sf Under Review TBD 14 The Farm on Del Obispo Vermeleun property – 32382 Del Obispo Residential and commercial 40,000 sf 180 du Under Review TBD 15 Tirador Residential Near terminus of Calle Arroyo Townhomes and detached sfr’s n.a. 136 du Under Review TBD 16 Chevron Service Station & Convenience Store 27164 Ortega Hwy New fueling station and convenience store 1,932 s.f. retail n.a. Under Review TBD 17 Proposed Drive through Coffee Shop 32291 Camino Capistrano Proposed drive-through coffee shop 2,000 s.f. n.a. Under Review TBD 18 Mountain View Church 32382 Del Obispo Street Church 17,000 n.a. Approved Yes - MND In Out Total In Out Total 1 San Juan Hills High School 363 62 31 93 12 13 25 2J. Serra Catholic High School 2,356 464 296 760 69 93 162 3 Oliva T6146 (Belladonna Estates)104 2687411 4 T16634 Whispering Hills 142 3 8 11 9 6 15 5 Pacifica San Juan 2,662 50 154 204 169 100 269 6 24 Hour Fitness1 1,251 27 27 54 75 57 132 7 Plaza Banderas 1,267 37 24 61 47 39 86 8 The Oaks 265 7 12 19 16 14 30 9 Kimpton Hotel 1,059 30 21 51 38 33 71 10 Distrito La Novia‐San Juan Meadows 4,910 131 146 277 230 220 450 11 Church of Latter Day Saints 115 325448 12 Oliva TTM 17655 (Belladonna Estates)9011101 13 The River Street Project 2,711 92 60 152 106 70 176 14 Tirador Residential 1,095 18 58 76 60 37 97 15 Chevron Service Station & Convenience Store 916 31 30 61 31 32 63 16 Drive‐Through Coffee Shop 230 15 15 30 5 5 10 17 Mountain View Church 118 336448 19,573 975 894 1,869 883 731 1,614 Trip generation based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition (2017). 1 Trip generation from the Revised Traffic Impact Analysis for 24 Hour Fitness (LLG Engineers, March 23, 2016). ADT = average daily trips Total AM Peak Hour PM Peak Hour ADT Cumulative Projects Trip Generation Project P:\JCA1703\Traffic\xls\Cumulative Trip Generation.xlsx\Sheet1 (1/12/2018) Left Through Right Left Through Right Left Through Right Left Through Right1. I‐5 NB Ramps/Ortega Highway17 0 100000151340225252. I‐5 SB Ramps/Ortega Highway00090460175112121903. Del Obispo Street/Ortega Highway0 60 0 0 72 196 127000004. El Camino Real/Ortega Highway0 0 14 18 0 1 9 95 0 23 150 25. Camino Capistrano/Ortega Highway0 160 11 94 11100001201396. Camino Capistrano/Verdugo Street0 171 0 0 12400000007. Camino Capistrano/Forster Street0 169 5 3 12100002028. Camino Capistrano/Del Obispo Street31 63 15 0 45 77 111 46 26 17 58 09. Paseo Adelanto/Del Obispo Street0 0 2 34 0 18 44 144 0 2 122 1410. Alipaz Street/Del Obispo Street0 0 330000156026113011. Via Belardes/Paseo Carolina/Del Obispo Street000600015000108512. Aguacate Road/Del Obispo Street000900014100101813. Del Obispo Street/Calle Aspero0 130 0 0 91 10 120000014. Del Obispo Street/Via Pimienta1 125 0 0 89250300015. Del Obispo Street/Via Vermeulen0 124 1 2 90000010216. Del Obispo Street/Camino Del Avion0 59 1 0 43 47 600010017. Alipaz Street/Via Positiva0 20 0 0 16000000018. Alipaz Street/Camino Del Avion040049110000019. Project Driveway/Via Positiva00000000000020. Via Positiva/Camino Del Avion000000060050Cumulative Projects AM Peak‐Hour VolumesIntersectionNorthboundSouthboundEastboundWestboundP:\JCA1703\Traffic\xls\Cumulative Projects Volumes.xlsx\AM (1/12/2018) Left Through Right Left Through Right Left Through Right Left Through Right1. I‐5 NB Ramps/Ortega Highway22 0 290000154480137182. I‐5 SB Ramps/Ortega Highway0 0 0 27 0 58 0 176 18 20 138 03. Del Obispo Street/Ortega Highway0 84 0 0 86 111 108000004. El Camino Real/Ortega Highway0 0 21 29 0 2 12 58 0 29 55 25. Camino Capistrano/Ortega Highway0 46 16 54 590000150436. Camino Capistrano/Verdugo Street0 63 0 0 7500000007. Camino Capistrano/Forster Street0 60 6 4 7100003038. Camino Capistrano/Del Obispo Street38 30 26 0 31 44 36 60 34 24 69 09. Paseo Adelanto/Del Obispo Street0 0 4 54 0 25 76 58 0 5 90 2510. Alipaz Street/Del Obispo Street0 0 3900009403486011. Via Belardes/Paseo Carolina/Del Obispo Street0005000890082412. Aguacate Road/Del Obispo Street0 0 0 11 0 0 0 77 0 0 72 913. Del Obispo Street/Calle Aspero0 61 0 0 58 12 150000014. Del Obispo Street/Via Pimienta3 58 0 0 53630200015. Del Obispo Street/Via Vermeulen0 58 1 3 52000010316. Del Obispo Street/Camino Del Avion0 25 2 0 24 29 320020017. Alipaz Street/Via Positiva0 26 0 0 22000000018. Alipaz Street/Camino Del Avion050069110000019. Project Driveway/Via Positiva00000000000020. Via Positiva/Camino Del Avion000000070060Cumulative Projects PM Peak‐Hour VolumesIntersectionNorthboundSouthboundEastboundWestboundP:\JCA1703\Traffic\xls\Cumulative Projects Volumes.xlsx\PM (1/12/2018) T RAFFIC I MPACT A NALYSIS F EBRUARY 2018 T HE F ARM S PECIFIC P LAN S AN J UAN C APISTRANO, O RANGE C OUNTY, C ALIFORNIA P:\JCA1703\Traffic\doc\TIA2.docx «02/20/18» APPENDIX E OCTAM OUTPUTS 000 0 03 1 00000 00 100000000160 4004 3301 00 030410 00000000 0 803450000 01 4 0000001 0001280000000 0 000046 000000000 00 00041010120050003405 000 100 0 000000 1000000 001 0 0011001 01000020 000 038013 0001 2 000 01 00 004000 100003 00 000 0010 00 0 00001 0001 017 0030010001 00 003 00 0 30 003050 01100 0150100 1 1 112 30019330 00 00 2000 0490 3 00000 10 0 120 000050410000004 00 0 01103 00 010000 020 00028020010010 0 00000040000 0091 03000001 04001 07000130 03100010 0130000 0 00 0010010011005400 0000 0001240010150500021 0 30 1 4 54001000 4 16 010 130 035001016001500 000100 0000000 03000000 0581 000000 10020000 10 0 0 06 001 17040 1110 000 110200000 011 7054150 0000000 0 05004230 00 0 0010000313 1 0 1003 140 0 10250 0580010580 3500 00000012004 02001020 000001000080 20 1100043 01111 1 00022003102 301303010 2801000300410010 10000135803131003 0.1.2.3MilesClass Theme12345678910115152535556Other2040 OCTAM - PM Peak period Select Zone Percents (The Farm Project) 3322 1 991 0099 2299 99994 1339 900 4992200222200990099 99119900699 22 99224 499221100100003399 22 2 2 99611224433222299 99222233229933 1 2 2 222 2 332269 96 999922 2 2 225 22999999992219933 229922993322221993322999900 4992233335 2211221199223 3 2222 999999222222999952222999922992299144222222 2 2224225 9999 33222299 22433 33 3992222999999 995 99999999 2299 4 99991 99 3333229999339 9 2299229933 9922993399 99433 43322222233 999999599 994 99221 1 42299499 1229999992 2 221 331122 229922 992222 3399 99 9999222222 9922992 2 332 2 99333333 33112299994222222 99 22222 2 223319 9 22 222243322333399 993399991 222222999999 15 22 3 3 6 3399992243322 99 991 9999122229933 9952299 992299 99994 9 9 993222299996993322222399111 9 9 322993 3 229 9 99199332 2 9933 3399991112222 111 9922 99 1 9931144 9933339922339999999 9 22994422999999222991222299 112222133222222992222 99222233999933 19999 9999223399 332299229922991 99331 99 499993399111 22 223399229999221229922229932233333322 33991112299994113399992233299993332222 99 99 2 2433993221 33 6 11332 9999244 22993 3 3229912212212211221122 9999229999 999949999999 9 9949929922991 99 99 229919922199 9999222299999933999 9 2299 3321 99 9919999 2299992332233112233332519929911 2299991 22 33992299222 1221999999 2 2 99229933342221 229 9 9 9 9999922431221221 99 33 22222 33 331221 99122 33422399 1 3332233322 229 9 991993399992299 2222322992233 2299223 399 3322331199221993322992299221 99221222251222221 33 3222221122222 222 2992223349922299 232292211 2222299221 99 1 221 1 12 222221211 111 1332111 1 111122OCTAM Year 2040 MPAH (Unconstrained) Network # Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR1I‐5 NB Ramps/Ortega Highway 220 29 641 35 0 103 39 1770 775 0 2187 1072I‐5 SB Ramps/Ortega Highway 0 0 0 1119 0 1125 0 1282 185 376 922 03 Del Obispo Street/Ortega Highway 43 1059 27 0 1151 745 570 4 76 4 2 184El Camino Real/Ortega Highway 22 122 101 219 48 85 14 261 19 82 409 2435 Camino Capistrano/Ortega Highway 0 584 43 251 636000014303596 Camino Capistrano/Verdugo Street 22 612 0 0 736 40 13 0 15 0 0 07 Camino Capistrano/Forster Street 0 644 148 10 748000064088 Camino Capistrano/Del Obispo Street 450 315 128 51 293 452 526 903 322 138 835 229 Paseo Adelanto/Del Obispo Street 15 0 53 72 0 33 66 1673 46 170 1449 4510 Alipaz Street/Del Obispo Street 56 98 684 86 27 6 19 971 28 509 1033 7811 Via Belardes‐Paseo Carolina/Del Obispo Street 23 7 99 35 6 35 19 860 21 60 982 3212 Aguacate Road/Del Obispo Street 92 2 104 35 0 27 21 811 3 2 755 4913 Del Obispo Street/Calle Aspero 43 725 37 25 799 63 80 0 77 33 0 3614 Del Obispo Street/Via Pimienta‐Project Driveway 13 732 10 10 834 22 19 0 12 30 0 2915 Del Obispo Street/Via Vermeulen 0 748 6 7 8380000100516 Del Obispo Street/Camino Del Avion 251 310 196 33 382 507 371 233 227 271 237 7317 Alipaz Street/Via Positiva 10 361 1 3 356 336 24306401118 Alipaz Street/Caminio Del Avion 18 22 0 0 12 382 2620500019 Project Driveway/Via Positiva 0 0 0 29 0 11 4 220 0 0 336 1020 Via Positiva/Camino Del Avion 0 0 0 38 0 146 373 221 0 0 341 228Buildout (Year 2040) AM Peak‐Hour VolumesP:\JCA1703\Traffic\xls\OCTAM 2040 Volumes.xlsx\AM (1/18/2018) # Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR1I‐5 NB Ramps/Ortega Highway 211 25 437 59 0 111 62 1765 604 0 1916 1082I‐5 SB Ramps/Ortega Highway 0 0 0 1120 0 907 0 1297 192 463 902 03 Del Obispo Street/Ortega Highway 93 1067 27 0 1191 632 407 6 90 10 4 174El Camino Real/Ortega Highway 15 83 112 152 32 36 19 244 20 121 396 1855 Camino Capistrano/Ortega Highway 0 486 136 144 501000023802136 Camino Capistrano/Verdugo Street 74 542 0 0 614 108 79 0 63 0 0 07 Camino Capistrano/Forster Street 0 616 121 21 6830000820118 Camino Capistrano/Del Obispo Street 501 309 215 70 293 445 373 742 346 137 785 319 Paseo Adelanto/Del Obispo Street 73 4 172 86 4 45 95 1201 29 122 1530 6610 Alipaz Street/Del Obispo Street 28 15 536 106 51 53 17 750 51 654 958 4711 Via Belardes‐Paseo Carolina/Del Obispo Street 22 0 103 34 4 20 22 663 25 90 811 3512 Aguacate Road/Del Obispo Street 15 0 9 47 0 18 20 630 2 2 755 3813 Del Obispo Street/Calle Aspero 66 559 45 43 693 74 70 0 53 38 0 3214 Del Obispo Street/Via Pimienta‐Project Driveway 13 607 34 32 733 23 25 0 15 20 0 1915 Del Obispo Street/Via Vermeulen 0 636 5 19 75800002801916 Del Obispo Street/Camino Del Avion 224 336 203 35 297 460 344 227 204 153 131 4017 Alipaz Street/Via Positiva 4 330 4 11 306 184 1470420618 Alipaz Street/Caminio Del Avion 8 15 0 0 21 246 323 0 12 0 0 019 Project Driveway/Via Positiva 0 0 0 19 0 9 14 132 0 0 156 3220 Via Positiva/Camino Del Avion 0 0 0 14 0 77 123 310 0 0 193 33Buildout (Year 2040) PM Peak‐Hour VolumesP:\JCA1703\Traffic\xls\OCTAM 2040 Volumes.xlsx\PM (1/18/2018) Year 2040# Roadway Segment With Project1 between I‐5 Northbound Ramps and I‐5 Southbound Ramps 49,0402 between I‐5 Southbound Ramps and Del Obispo Street 43,6093 between Del Obispo Street and El Camino Real 15,1964 between El Camino Real and Camino Capistrano 8,9635 between Ortega Highway and Camino Capistrano 31,5346 between Camino Capistrano and Paseo Adelanto 38,6947 between Paseo Adelanto and Alipaz Street 36,4898 between Aguacate Road and Calle Aspero 19,2919 between Calle Aspero and Project Driveway 18,63310 between Project Driveway and Via Vermeulen 17,93611 between Via Vermuelen and Camino Del Avion 19,08912 between Del Obispo Street and Via Positiva 13,29113 between Via Positiva and Camino Del Avion 7,97914 between Alipaz Street and Project Driveway 2,89415 between Project Driveway and Camino Del Avion 2,05916 between Ortega Highway and Del Obispo Street 16,81117 between Del Obispo Street and San Juan Creek Road 20,72718 between San Juan Creek Road and I‐5 Southbound Ramps 23,74819 San Juan Creek Road between Camino Capistrano and Valle Road 24,49120 Valle Road between San Juan Creek Road and I‐5 Northbound Ramps 14,86921 Paseo Adelanto between Del Obispo Street and River Street 3,220Buildout (Year 2040) ADT VolumesCamino CapistranoOrtega HighwayDel Obispo StreetAlipaz StreetVia PositivaP:\JCA1703\Traffic\xls\OCTAM 2040 Volumes.xlsx\ADT (1/18/2018)