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Appendix F - Garvey Earle Traffic ReportGarvey Earle Plaza TRAFFIC IMPACT ANALYSIS Prepared for: Phil Martin & Associates 4860 Irvine Boulevard, Suite 203 Irvine, CA 92620 Prepared by: Keith R. Rutherfurd T.E. Josh D. Park E.I.T. Kelly N. Tran May 2017 GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................ 1 2.0 EXISTING STUDY AREA CONDITIONS .............................................................................. 4 2.1 EXISTING CIRCULATION NETWORK .................................................................................... 4 2.2 EXISTING (2017) AND BASELINE 2019 TRAFFIC VOLUMES ............................................... 8 2.3 LEVEL OF SERVICE ANALYSIS .............................................................................................. 8 3.0 PROJECTED FUTURE TRAFFIC ......................................................................................... 21 3.1 TRIP GENERATION .............................................................................................................. 21 3.2 TRIP DISTRIBUTION AND ASSIGNMENT ............................................................................. 22 3.3 PROJECT SITE ACCESS ....................................................................................................... 22 3.4 PROJECT PEAK HOUR INTERSECTION TURNING MOVEMENT AND WEEKDAY DAILY TRAFFIC VOLUMES .................................................................................................. 22 3.5 EXISTING (2017) WITH PROJECT TRAFFIC VOLUMES ...................................................... 29 3.6 BASELINE (2019) WITH PROJECT TRAFFIC VOLUMES ..................................................... 29 4.0 TRAFFIC ANALYSIS ......................................................................................................... 36 4.1 EXISTING (2017) AND BASELINE 2019 CONDITIONS ...................................................... 36 4.2 EXISTING (2017) WITH PROJECT CONDITIONS ............................................................... 37 4.3 BASELINE 2019 WITH PROJECT CONDITIONS ................................................................. 37 4.4 TRAFFIC SIGNAL WARRANT ANALYSIS ............................................................................ 38 5.0 FINDINGS AND RECOMMENDATIONS .......................................................................... 41 5.1 STUDY AREA CIRCULATION IMPACTS .............................................................................. 41 5.2 ONSITE CIRCULATION ........................................................................................................ 42 5.3 TRAFFIC SIGNAL WARRANTS ............................................................................................ 42 GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS LIST OF FIGURES Figure 1 – Project Location and Vicinity Map ............................................................................. 2 Figure 2 – Proposed Site Plan ......................................................................................................... 3 Figure 3 – Existing Study Area Traffic Controls and Intersection Geometrics ........................ 7 Figure 4a – Existing (2017) Study Area AM Peak Hour Turning Movement and Link Volumes ........................................................................................................................... 11 Figure 4b – Existing (2017) Study Area PM Peak Hour Turning Movement and Link Volumes ........................................................................................................................... 12 Figure 5 - Existing (2017) Weekday 24-Hr Volumes and V/C Ratios ...................................... 13 Figure 6a – Baseline 2019 Study Area AM Peak Hour Turning Movement and Link Volumes ........................................................................................................................... 14 Figure 6b – Baseline 2019 Study Area PM Peak Hour Turning Movement and Link Volumes ........................................................................................................................... 15 Figure 7 – Baseline 2019 Weekday 24-Hr Volumes and V/C Ratios ...................................... 16 Figure 8 – Project Trip Distribution ................................................................................................ 25 Figure 9a – Project Only AM Peak Hour Volumes and Roadway Link Volumes ................. 26 Figure 9b - Project Only PM Peak Hour Volumes and Roadway Link Volumes .................. 27 Figure 10 – Project Weekday 24-Hr Link Volumes..................................................................... 28 Figure 11a– Existing (2017) with Project AM Peak Hour Turning Movement and Roadway Link Volumes ................................................................................................. 30 Figure 11b – Existing (2017) with Project PM Peak Hour Turning Movement and Roadway Link Volumes ................................................................................................. 31 Figure 12 – Existing (2017) with Project Weekday 24-Hr Traffic Volumes and V/C Ratios ................................................................................................................................ 32 Figure 13a – Baseline 2019 with Project AM Peak Hour Turning Movement and Roadway Link Volumes ................................................................................................. 33 Figure 13b – Baseline 2019 with Project PM Peak Hour Turning Movement and Roadway Link Volumes ................................................................................................. 34 Figure 14 – Baseline 2019 with Project Weekday 24-Hr Traffic Volumes and V/C Ratios ................................................................................................................................ 35 GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS LIST OF TABLES Table 1A – Intersection Capacity Utilization (ICU) Analysis Level of Service Descriptions ..................................................................................................................... 17 Table 1B – Highway Capacity Manual (HCM) Analysis Level of Descriptions .................... 18 Table 2 – Existing (2017) Level of Service at Study Area Intersections .................................. 19 Table 3 – Baseline 2019 Level of Service at Study Area Intersections .................................. 20 Table 4 – Project Trip Generation................................................................................................ 24 Table 5 – Existing (2017) with Project Level of Service at Study Area Intersections ........... 39 Table 6 – Baseline 2019 with Project Level of Service at Study Area Intersections ............ 40 LIST OF APPENDICES APPENDIX A – NDS EXISTING PEAK HOUR INTERSECTION TURNING MOVEMENTS AND 24- HOUR ROADWAY LINK VOLUME COUNTS APPENDIX B – ICU INTERSECTION LEVEL OF SERVICE COMPUTATION REPORTS APPENDIX C – TRAFFIX HCM LEVEL OF SERVICE ANALYSIS REPORTS APPENDIX D – TRAFFIC SIGNAL WARRANT ANALYSIS REPORTS GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Introduction 1 1.0 INTRODUCTION The purpose of this traffic impact analysis (TIA) is to evaluate potential traffic circulation issues associated with the proposed Garvey Earle Plaza mixed-use development project and to identify mitigation measures if necessary to meet City of Rosemead circulation network level of service (LOS) criteria. The location of the proposed Garvey Earle Plaza Project is shown on Figure 1. The project site is approximately 52,220 square feet located at the northeast corner of Garvey Avenue and Earle Street in the City of Rosemead. The project site is currently developed with a rental-car office and single-family detached housing unit. The existing rental-car office and the single family residential unit on the site appear to be currently occupied. However, for a of conservative analysis, the existing site has been considered vacant and no trip reduction has been applied to Project traffic forecasts to account for demolition of the existing site uses. The Project would develop the property with 35 apartment units and 5,320 square feet of retail and 2,200 square feet of restaurant use. The proposed project site plan is shown on Figure 2. The project is to be completed in 2019 as a single phase. Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle AveWillard AveCharlotte AveWillard AveAngelus AveGladys AveSan Gabriel BlvdAlanreed AveEckhart AveDelta AveStallo AveWalnut Grove AveBurton AveBartlett AveCalifornia StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle AveBartlett AveTwin AveEarle AveEarle AveNewmark Ave Fern Ave Garvey Ave Park St Whitmore St Emerson Pl Dorothy St Hellman Ave Artson St Saxon Ave Olney St Loftus Dr Olney St Fern Ave Project Site v:\2073\active\2073010960\drawing\exhibit_files\fig 1 - project location and vicinity map.dwgProject Location and Vicinity MapProject Location and Vicinity Map Figure 1Figure 1Garvey Earle Plaza Traffic Study Rosemead, CA Proposed Site PlanProposed Site PlanFigure 2Figure 2v:\2073\active\2073010960\drawing\exhibit_files\fig 2 - site plan.dwg Garvey Earle Plaza Traffic StudyRosemead, CA GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS kt v:\2073\active\2073010960\report\reporttext.docx 4 2.0 EXISTING STUDY AREA CONDITIONS 2.1 EXISTING CIRCULATION NETWORK Figure 3 shows the existing roadway network and intersections surrounding the Project site. The following intersections are included in the study area for analysis: 1.San Gabriel at I-10 Westbound Ramps (stop controlled); 2.San Gabriel Boulevard at I-10 Eastbound Ramps (stop controlled); 3.San Gabriel Boulevard at Hellman Avenue (signalized); 4.San Gabriel Boulevard at Garvey Avenue (signalized); 5.Delta Avenue at Garvey Avenue (signalized); 6.Walnut Grove Avenue at I-10 Westbound Ramps (stop controlled); 7.Walnut Grove Avenue at Hellman Avenue (signalized); 8.I-10 Eastbound off-ramp at Hellman Avenue (signalized); 9.Walnut Grove Avenue at Garvey Avenue (signalized); and 10.Walnut Grove Avenue at Fern Avenue (signalized). Figure 3 also shows existing intersection geometrics and controls and the number of through lanes for roadways surrounding the project area. The Project site is in a developed, urban environment surrounded by commercial, retail, office, restaurant, and single-family and multiple- family housing land uses. The project fronts Garvey Avenue and site access is provided from a driveway located on Earle Avenue which is a local street per the City General Plan Circulation Element. Earle Avenue will provide a single project access driveway and has a 34-foot curb-to- curb width with parking allowed on both sides of the street with some red curb restrictions where the curb frontage is less than a vehicle length. Garvey Avenue borders the project site on the south and is designated a Major Arterial roadway per the City General Plan. Garvey Avenue is a four-lane divided roadway with a center striped or raised median and provides two travel lanes in the eastbound and GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Existing Study Area Conditions 5 westbound directions. Where not prohibited, parking is allowed on both sides of the roadway and the posted speed limit is 35 mph. San Gabriel Boulevard is located to the west of the project site and is a north-south designated Major Arterial roadway. San Gabriel Boulevard provides two through lanes in each direction with a continuous striped center two-way left-turn lane and separate left-turn lanes at intersections. Throughout the I-10 interchange area, San Gabriel Boulevard has a raised center median. Where not prohibited, parking is allowed on both sides of the roadway and the posted speed limit is 35 mph. Walnut Grove Avenue is located east of the project site and is a north-south designated Minor Arterial roadway. Walnut Grove Avenue provides two through lanes in each direction with separate left-turn lanes at the intersections of Garvey Avenue and Hellman Avenue. Throughout the I-10 interchange area, Walnut Grove Avenue has a raised center median. Where not prohibited, parking is allowed on both sides of the roadway and the posted speed limit is 40 mph. Hellman Avenue is an east-west two-lane undivided collector roadway located in the northern portion of the study area. Where not prohibited, parking is allowed on both sides of the roadway and the posted speed limit is 30 mph. Fern Avenue is a 36-footcurb-to-curb east-west local street on the southern border of the study area. Parking is allowed on both sides of the street and the posted speed limit is 25 mph. Approximately two-thirds of a mile to the north, the I-10 Freeway runs east-west parallel to Garvey Avenue. The I-10 Freeway interchanges with the local circulation system at San Gabriel Boulevard and Walnut Grove Avenue within 1-mile of the Project Site. The project site is served by Metro bus lines 70 and 770 and by Rosemead Explorer fixed- route shuttle service. The closest bust stops to the site (approximately 400 feet to the GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Existing Study Area Conditions 6 west) are existing bus stops on the northeast and southwest corners of the Delta Avenue and Garvey Avenue intersection with concrete bus pads and shelters. Pine StFalling Leaf Ave ProjectSiteGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveExisting Study Area Traffic Controls and Intersection GeometriesExisting Study Area Traffic Controls and Intersection GeometriesFigure 3Figure 3v:\2073\active\2073010960\drawing\exhibit_files\fig 3 - existing geometries.dwg Legend- Divided Roadway- Undivided Roadway- Stop Controlled Approach- Sgnalized Intersection- Study Intersection- No. of Through LanesGarvey Earle Plaza Traffic StudyRosemead, CA GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Existing Study Area Conditions 8 2.2 EXISTING (2017) AND BASELINE 2019 TRAFFIC VOLUMES Figures 4A and 4B show Existing (2017) weekday AM and PM peak hour intersection turning movement volumes within the project study area, respectively. Figure 5 shows Existing weekday 24-hour volumes on roadway segments. Traffic data was collected by National Data Collection and Surveying Services (NDS) in mid-September 2014 and grown to the existing study year 2017 by a factor of 1% per year for three (3) years to account for ambient growth. Schools were in session during data collection. The original 2014 data is included in the appendix. The Project is anticipated to be completed in one phase in 2019. Baseline 2019 traffic volumes have been developed by factoring existing 2017 volumes by an ambient growth rate of 1% per year (for 2 years) and then adding traffic from identified future development projects. This growth rate reflects the conservative assumption that ambient traffic growth will continue to occur with the study area. The identified projects whose cumulative traffic volumes have been considered in this analysis include the Garvey Garden Plaza, Garvey 168 Plaza, Garvey Del Mar Plaza, and 9048 Garvey Avenue Mixed-Use Development which are located to the southwest, northeast, west, and far east of the Project site along Garvey Avenue at Delta Avenue, Garvey Avenue at Willard Street, Garvey Avenue at Del Mar Avenue, and Garvey Avenue at Sullivan Avenue, respectively. Figures 6A and 6B show Baseline 2019 weekday AM and PM peak hour intersection turning movement volumes within the project study area, respectively. Figure 7 shows Baseline 2019 weekday 24-hour volumes on roadway segments. 2.3 LEVEL OF SERVICE ANALYSIS To provide a detailed analysis of existing peak hour and Baseline 2019 year traffic operation within the study area and to provide a baseline for existing and year 2017 level of service (LOS), signalized intersection LOS was determined using the Intersection Capacity Utilization (ICU) method and unsignalized intersection LOS was determined using the 2000 Highway Capacity Manual (HCM) unsignalized operations method. All of GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Existing Study Area Conditions 9 the existing stop-controlled study area intersections are located within I-10 Freeway interchange areas operated by Caltrans. The HCM operations method is consistent with Caltrans requirements for analysis of unsignalized intersections. In ICU analysis, the volume of traffic using the intersection is compared to the capacity of the intersection. ICU’s are calculated for the peak hours of traffic and include the unique features of the intersection such as turning movement volumes, intersection lane configurations, and traffic signal phasing. ICU is generally expressed as a percent. The percentage represents that portion of the hour required to provide sufficient capacity to accommodate all intersection traffic and provides a guide to the number and types of lanes required at the intersection. This percentage can also be used to determine a level of service (LOS) based on the utilized capacity of the intersection. Table 1A provides ICU level of service ranges and descriptions. The City of Rosemead target minimum Level of Service is LOS D. The 2000 HCM operations method for unsignalized intersections will output two types of delay: average delay and worst-case delay. However, Caltrans requires average delay to be used as the basis of level of service which is defined in Table 1B. Average delay (which considers all approaches to an intersection) is generally significantly lower than worst-case delay (which applies to only one approach of the intersection). Therefore, average delay and the LOS associated with it are reported for unsignalized intersections in this report. Table 2 shows the results of intersection level of service analysis for the study area intersections, separated by signalized/unsignalized, under Existing (2017) conditions and Table 3 for Baseline 2019 conditions. Table 2 shows that all but one study area intersections are currently operating at Level of Service D or better during AM and PM peak hours with Existing (2017) traffic volumes and improvements. The San Gabriel Boulevard and Garvey Avenue intersection is operating at LOS E in the PM peak hour. GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Existing Study Area Conditions 10 Table 3 shows that all study area intersections, signalized and unsignalized have the same LOS for Baseline 2019 conditions as for Existing (2017) conditions. Figure 5 shows the existing weekday 24-hour traffic volumes on Garvey Avenue are approximately 27,000 and 29,000 vehicles per day to the east and west of the Project site, respectively. These volumes are below capacity of this roadway (approximately 40,000 vehicles per day). The weekday 24-hour volume along San Gabriel Boulevard south of the I-10 Freeway is approximately 33,000 vehicles per day. The capacity of San Gabriel Boulevard is approximately 40,000 vehicles per day along this segment. The existing weekday volumes on Walnut Grove Avenue vary from approximately 19,800 vehicles per day south of Garvey Avenue to 30,500 vehicles per day at the I-10 Freeway interchange. Walnut Grove Avenue has a daily capacity of approximately 30,000 vehicles. The existing volumes on Delta Avenue and Fern Avenue are below the approximate 5,000 vehicle per day capacity of these local streets. It should be noted that daily roadway capacities used to calculate the volume to capacity (v/c) ratios in this study are theoretical and are influenced by several factors and are generally considered to be conservative. Therefore v/c ratios greater than 1.0 do not necessarily indicate operational deficiencies. Intersection capacity analysis is typically considered a better indicator of overall roadway network performance. Figure 7 shows that Baseline 2019 weekday 24-hour volumes on the roadways surrounding the project are forecast to remain below theoretical capacity except for volumes on San Gabriel Boulevard and Walnut Grove Avenue within the I-10 interchange areas. The forecast Baseline 2019 volumes in the interchange areas are just above capacity of these roadways based on regular cross-sections within the City of Rosemead. However, it would not be unusual for these roadways to carry higher volumes within the interchange area due to the presence of unrestricted turning movements at freeway on-ramps. Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteExisting (2017) Study Area AM Peak HourExisting (2017) Study Area AM Peak HourFigure 4aFigure 4av:\2073\active\2073010960\drawing\exhibit_files\fig 4a - existing am peak hour turning movement volumes.dwg Legend- Stop Controlled Approach- Sgnalized Intersection- Study IntersectionTurning Movement and Link VolumesTurning Movement and Link Volumes Link Volume- Two-way Roadway1,429Garvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteExisting (2017) Study Area PM Peak HourExisting (2017) Study Area PM Peak HourFigure 4bFigure 4bv:\2073\active\2073010960\drawing\exhibit_files\fig 4b - existing pm peak hour turning movement volumes.dwg Legend- Stop Controlled Approach- Sgnalized Intersection- Study IntersectionTurning Movement and Link VolumesTurning Movement and Link Volumes Link Volume- Two-way Roadway1,866Garvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle AveWillard AveCharlotte AveWillard AveAngelus AveGladys AveSan Gabriel BlvdAlanreed AveEckhart AveDelta AveStallo AveWalnut Grove AveBurton AveBartlett AveCalifornia StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle AveBartlett AveTwin AveEarle AveEarle AveNewmark Ave Fern Ave Garvey Ave Park St Whitmore St Emerson Pl Dorothy St Hellman Ave Artson St Saxon Ave Olney St Loftus Dr Olney St Fern Ave Project Site v:\2073\active\2073010960\drawing\exhibit_files\fig 5 - existing daily link vol and vc ratios.dwgExisting (2017) Weekday 24-HrExisting (2017) Weekday 24-Hr Figure 5Figure 5 Link Volumes and V/C RatiosLink Volumes and V/C Ratios Legend - Study Intersection ID No. - Volume to Capacity Ratio - Weekday 24-hr Roadway Traffic Volume Garvey Earle Plaza Traffic Study Rosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteBaseline 2019 AM Peak HourBaseline 2019 AM Peak HourFigure 6aFigure 6av:\2073\active\2073010960\drawing\exhibit_files\fig 6a - baseline 2019 am peak hour turning movement volumes with cumul.dwg Legend- Stop Controlled Approach- Sgnalized Intersection- Study IntersectionTurning Movement and Link VolumesTurning Movement and Link Volumes Link Volume- Two-way RoadwayGarvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteBaseline 2019 PM Peak HourBaseline 2019 PM Peak HourFigure 6bFigure 6bv:\2073\active\2073010960\drawing\exhibit_files\fig 6b - baseline 2019 pm peak hour turning movement volumes with cumul.dwg Legend- Stop Controlled Approach- Sgnalized Intersection- Study IntersectionTurning Movement and Link VolumesTurning Movement and Link Volumes Link Volume- Two-way RoadwayGarvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle AveWillard AveCharlotte AveWillard AveAngelus AveGladys AveSan Gabriel BlvdAlanreed AveEckhart AveDelta AveStallo AveWalnut Grove AveBurton AveBartlett AveCalifornia StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle AveBartlett AveTwin AveEarle AveEarle AveNewmark Ave Fern Ave Garvey Ave Park St Whitmore St Emerson Pl Dorothy St Hellman Ave Artson St Saxon Ave Olney St Loftus Dr Olney St Fern Ave Project Site v:\2073\active\2073010960\drawing\exhibit_files\fig 7 - baseline 2019 daily link vol and vc ratios.dwgLegend - Study Intersection ID No. - Volume to Capacity Ratio - Weekday 24-hr Roadway Traffic Volume Garvey Earle Plaza Traffic Study Rosemead, CA Baseline 2019 Weekday 24-HrBaseline 2019 Weekday 24-Hr Figure 7Figure 7 Link Volumes and V/C RatiosLink Volumes and V/C Ratios Stantec Consulting Services, Inc. Garvey Earle Plaza May 2017 Traffic Impact Analysis Rosemead, CA V:\2073\active\2073010960\report\Tables\[Table 3 - Baseline 2017 LOS.xls]Sheet1 0.00 - 0.60 0.61 - 0.70 Level of Service Traffic Flow Description E 0.91 - 1.00 0.81 - 0.90 Capacity; the maximum traffic volume an intersection can accommodate; restricted speeds; 71 to 100 percent of the signal cycles have one or more vehicles which wait through more than one cycle during peak traffic periods. Table 1A Intersection Capacity Utilization (ICU) Analysis Level of Service Descriptions B A Low volumes; high speeds; speed not restricted by other vehicles; all signal cycles clear with no vehicles waiting through more than one signal cycle. Nominal Range of ICU C Operating speeds and maneuverability closely controlled by other traffic; between 11 and 30 percent of the signal cycles have one or more vehicles which wait through more than one cycle during peak traffic periods; recommended ideal design standard. Operating speeds beginning to be affected by other traffic; between one and ten percent of the signal cycles have one or more vehicles which wait through more than one cycle during peak traffic periods. 0.71 - 0.80 F Long queues of traffic; unstable flow; stoppages of long duration; traffic volumes and traffic speed can drop to zero; traffic volumes will be less than the volume which occurs at Level of Service E. over 1.00 D Tolerable operating speeds; 31 to 70 percent of the signal cycles have one or more vehicles which wait through more than one cycle during peak traffic periods; often used as design standard in urban areas. 17 Stantec Consulting Services, Inc. Garvey Earle Plaza May 2017 Traffic Impact Analysis Rosemead, CA Level of Service V:\2073\active\2073010960\report\Tables\[Table 3 - Baseline 2017 LOS.xls]Sheet1 Table 1B Highway Capacity Manual (HCM) Analysis Level of Service Descriptions Traffic Flow Description Average Intersection Delay Per Vehicle (SEC) A B Operations with average intersection delay less than or equal to 10.0 sec per vehicle Operations with average intersection delay in the range of 25.1 to 35.0 sec per vehicle; noticeable congestion; increased queue lengths; long delays <10.0 10.1 to 15.0 15.1 to 25.0 25.1 to 35.0 35.1 to 50.0 C E > 50.0 Operations with average intersection delay in the range of 10.1 to 15.0 sec per vehicle; higher levels of delay, longer stops than LOS A Operations with average intersection delay in the range of 15.1 to 25.0 sec per vehicle; significant levels of delay D Operations with average intersection delay in the range of 35.1 to 50.0 sec per vehicle; limit of acceptable delay; very long delay; long queue lengths Operations with average intersection delay in excess of 50.0 sec per vehicle; considered unacceptable driver delay; congestion; oversaturation; unacceptable queuing F 18 Stantec Consulting Services, Inc.Garvey Earle Plaza May 2017 Traffic Impact Analysis Rosemead, CA ICU LOS ICU LOS V:\2073\active\2073010960\report\Tables\[Table 3 - Baseline 2017 LOS.xls]Sheet1 Avg. Delay (Sec/Veh)LOS Avg. Delay (Sec./Veh)LOS 3.3 15.8 A2.1 1.5 A A A A A C A 10. Walnut Grove Ave / Fern Ave D 4.5 27.3 1b. San Gabriel Blvd / I-10 WB Ramps WBR (HCM - Sec/Delay) 2a. San Gabriel Blvd / I-10 EB Ramps EBR (HCM - Sec/Delay) 2b. San Gabriel Blvd / I-10 EB Ramps WBR (HCM - Sec/Delay) 6. Walnut Grove Ave / I-10 WB Ramps (HCM - Sec/Delay) 2.8 8.4 0.65 D B Unsignalized Intersections 0.74 C 0.52 A 0.55 9. Walnut Grove Ave / Garvey Ave C0.83 0.56 D C A 0.85 C0.75 0.94 Existing (2017) AM Peak Hour PM Peak Hour 0.65 B D A E A 0.75 1a. San Gabriel Blvd / I-10 WB Ramps EBR (HCM - Sec/Delay)1.7 A 3.9 0.81 0.54 7. Walnut Grove Ave / Hellman Ave 5. Delta Ave / Garvey Ave 4. San Gabriel Blvd / Garvey Ave 8. I-10 EB Ramps / Hellman Ave 3. San Gabriel Blvd / Hellman Ave Table 2 Existing (2017) Level of Service at Study Area Intersections Signalized Intersections AM Peak Hour PM Peak HourExisting (2017) 0.74 19 Stantec Consulting Services, Inc.Garvey Earle PlazaMay 2017Traffic Impact AnalysisRosemead, CA ICU LOS ICU LOS ICU LOS ICU LOSV:\2073\active\2073010960\report\Tables\[Table 3 - Baseline 2017 LOS.xls]Sheet120Avg. Delay (Sec/Veh)LOSAvg. Delay (Sec/Veh)LOSAvg. Delay (Sec/Veh)LOSAvg. Delay (Sec/Veh)LOSTable 3A0.85 D0.52 A 0.55 A0.74B0.77 C 0.89 DUnsignalized IntersectionsE0.57 A 0.59 AC0.77CC0.78 C 0.83 DB0.650.85Signalized Intersections7. Walnut Grove Ave / Hellman Ave8. I-10 EB Ramps / Hellman Ave9. Walnut Grove Ave / Garvey Ave10. Walnut Grove Ave / Fern Ave5. Delta Ave / Garvey AveBaseline (2019)PM Peak Hour0.770.75AM Peak HourPM Peak Hour0.81C0.83DB0.65D0.743. San Gabriel Blvd / Hellman AveCEA0.560.940.540.75Baseline (2019) Level of Service at Study Area IntersectionsD0.960.67 B 0.66AM Peak HourAM Peak Hour4. San Gabriel Blvd / Garvey AvePM Peak HourExisting (2017)AM Peak HourPM Peak Hour0.53 A 0.56Existing (2017)Baseline (2019)CA1a. San Gabriel Blvd / I-10 WB Ramps EBR (HCM - Sec/Delay)1b. San Gabriel Blvd / I-10 WB Ramps WBR (HCM - Sec/Delay)2a. San Gabriel Blvd / I-10 EB Ramps EBR (HCM - Sec/Delay)2b. San Gabriel Blvd / I-10 EB Ramps WBR (HCM - Sec/Delay)6. Walnut Grove Ave / I-10 WB Ramps (HCM - Sec/Delay)1.71.5A2.1 A3.9 A 2.0A4.5A4.5AA4.92.2 AA3.3 AC15.8 27.3 DAA2.88.41.618.63.4A3.0AA9.6D32.2CA GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Projected Future Traffic 21 3.0 PROJECTED FUTURE TRAFFIC 3.1 TRIP GENERATION Trip generation rates and forecast project daily and peak hour traffic volumes are shown on Table 4. The trip generation rates used to forecast traffic volumes produced by the project are identified by the Institute of Transportation Engineers, in Trip Generation, 9th Edition. The proposed project is to be implemented in a single phase in 2019. Baseline 2019 traffic volumes have been developed by factoring Existing (2017) volumes by an ambient growth rate of 1% per year and then adding traffic from identified future development projects. The identified projects whose cumulative traffic volumes have been considered in this analysis include the Garvey Garden Plaza, Garvey 168 Plaza, Garvey Del Mar Plaza, and 9048 Garvey Avenue Mixed-Use Development which are located to the southwest, northeast, west, and far east of the Project site along Garvey Avenue at Delta Avenue, Garvey Avenue at Willard Street, Garvey Avenue at Del Mar Avenue, and Garvey Avenue at Sullivan Avenue, respectively. As was previously mentioned, the project site has been considered as currently vacant with no trip reduction applied to Project traffic forecasts to account for demolition of the existing site uses and elimination of any existing or past traffic generation associated with the site. Also as a mixed-use site, some internal trip capture would be expected, such as tenants patronizing the project retail and restaurant facilities. These internal trips would reduce the number of external trips occurring on the surrounding roadway network. During the AM and PM peak hours, the internal trip capture rates of the Project are estimated at up to 9% and 39%, respectively. However, for a worst-case scenario, no internal trip capture has been considered in this analysis. Finally, although the Project site is served by transit, will provide bicycle facilities, and is within walking distance of other residential areas, it is assumed that all external trips arrive by vehicle. Therefore, based GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Projected Future Traffic 22 on the considerations above, the trip generation used in this analysis is considered to be conservative. 3.2 TRIP DISTRIBUTION AND ASSIGNMENT Figure 8 shows the distribution and assignment for traffic generated by the project. This figure shows that 10% of project traffic is assigned to/from both the east and west via the I-10 Freeway with 20% each assigned to/from the east and west via Garvey Avenue. Ten percent (10%) and 15% of project traffic is assigned to/from the north and south, respectively, along San Gabriel Boulevard. Five percent (5%) each is assigned to/from the north and south via Walnut Grove Avenue and 5% to/from Delta Avenue to the south. 3.3 PROJECT SITE ACCESS There is one proposed project access driveway along Earle Avenue: a 25-foot wide driveway located on the west side of the project, towards the north. This driveway provides access to 46 ground-level commercial parking spaces serving the retail and restaurant uses, leasing office, and loading zone, and a security gate controlled ramp leading to basement-level resident parking with 70 parking spaces. The Project access driveway will provide full project access and there are no concerns with vehicle queuing on Earle Avenue or at the project driveway. The driveway volumes will be low with a forecast maximum two-way volume of 66 vehicles during the PM peak hour with full residential and commercial/restaurant occupancy. There will be approximately 120 feet from the back of the “STOP” bar on Earle Avenue at Garvey Avenue to the project driveway. It is recommended that no on-street parking be allowed along the project frontage on Earle Avenue to maintain sight distance from the project driveway. On-street parking restriction can be accomplished through the installation of red curb or “No Stopping Any Time” signs. 3.4 PROJECT PEAK HOUR INTERSECTION TURNING MOVEMENT AND WEEKDAY DAILY TRAFFIC VOLUMES GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Projected Future Traffic 23 The combination of project trip generation and project trip distribution/assignment results in the Project traffic volumes shown on Figures 9A and 9B for AM and PM peak hours, respectively. These figures show the project peak hour turning movement volumes at study area intersections and the total (two-way) project peak hour volumes on roadway links between intersections. Figure 10 shows Project weekday daily 24-hour traffic volumes. Stantec Consulting Services, Inc. Garvey Earle Plaza May 2017 Traffic Impact Analysis Rosemead, California Trip Generation Rates* Daily Land Use Unit ITE Land Code Quantity Rate Rate In Out Rate In Out 1. Apartment DU 220 35 6.65 0.51 20% 80% 0.62 65% 35% 2. Retail SF 820 5,320 42.70 0.96 62% 38% 3.71 48% 52% 3. Restaurant SF 932 2,200 127.15 11.52 52% 48% 10.92 61% 39% Project Trip Generation Land Use Quantity ADT Total In Out Total In Out 1. Apartment 35 233 18 4 14 22 14 8 2. Retail 5,320 227 5 3 2 20 10 10 3. Restaurant 2,200 280 25 13 12 24 15 9 Total 740 48 20 28 66 39 27 * Source: ITE Trip Generation Manual, 9th Edition V:\2073\active\2073010960\report\Tables\[Table 5 - Exist +Proj LOS.xls]Sheet1 Table 4 AM Peak Hour PM Peak Hour Volume Volume New Garvey Earle Plaza - Project Trip Generation AM Peak Hour PM Peak Hour Split Split 24 Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle AveWillard AveCharlotte AveWillard AveAngelus AveGladys AveSan Gabriel BlvdAlanreed AveEckhart AveDelta AveStallo AveWalnut Grove AveBurton AveBartlett AveMuscatel AveCalifornia StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle AveBartlett AveTwin AveEarle AveEarle AveNewmark Ave Fern Ave Garvey Ave Park St Whitmore St Emerson Pl Dorothy St Hellman Ave Artson St Saxon Ave Olney St Loftus Dr Olney St Fern Ave Project Site v:\2073\active\2073010960\drawing\exhibit_files\fig 8 - project trip distribution.dwgProject Trip DistributionProject Trip Distribution Figure 8Figure 8Garvey Earle Plaza Traffic Study Rosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteProject Only AM Peak HourProject Only AM Peak HourFigure 9aFigure 9av:\2073\active\2073010960\drawing\exhibit_files\fig 9a - project am peak hour turning movement volumes.dwg Turning Movement and Link VolumesTurning Movement and Link VolumesLegend- Stop Controlled Approach- Sgnalized Intersection- Study Intersection Link Volume- Two-way RoadwayGarvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteProject Only PM Peak HourProject Only PM Peak HourFigure 9bFigure 9bv:\2073\active\2073010960\drawing\exhibit_files\fig 9b - project pm peak hour turning movement volumes.dwg Turning Movement and Link VolumesTurning Movement and Link VolumesLegend- Stop Controlled Approach- Sgnalized Intersection- Study Intersection Link Volume- Two-way RoadwayGarvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle AveWillard AveCharlotte AveWillard AveAngelus AveGladys AveSan Gabriel BlvdAlanreed AveEckhart AveDelta AveStallo AveWalnut Grove AveBurton AveBartlett AveCalifornia StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle AveBartlett AveTwin AveEarle AveEarle AveNewmark Ave Fern Ave Garvey Ave Park St Whitmore St Emerson Pl Dorothy St Hellman Ave Artson St Saxon Ave Olney St Loftus Dr Olney St Fern Ave Project Site v:\2073\active\2073010960\drawing\exhibit_files\fig 10 - project daily link vol and vc ratios.dwgLegend - Study Intersection ID No. - Weekday 24-hr Roadway Traffic Volume Garvey Earle Plaza Traffic Study Rosemead, CA Project Only Weekday 24-HrProject Only Weekday 24-Hr Figure 10Figure 10 Link VolumesLink Volumes GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Projected Future Traffic 29 3.5 EXISTING (2017) WITH PROJECT TRAFFIC VOLUMES Existing (2017) and project only traffic volumes have been combined to produce forecasts of existing traffic conditions with Project implementation. Figures 11A and 11B show Existing (2017) with Project traffic volumes for AM and PM peak hours, respectively. Figure 12 shows Existing (2017) with Project weekday daily 24-hour traffic volumes. 3.6 BASELINE (2019) WITH PROJECT TRAFFIC VOLUMES Baseline 2019 and project only traffic volumes have been combined to produce forecasts of future traffic conditions with Project implementation. Figures 13A and 13B show Baseline 2019 with Project traffic volumes for AM and PM peak hours, respectively. Figure 14 shows Baseline 2019 with Project weekday daily 24-hour traffic volumes. Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteExisting (2017) with Project AM Peak HourExisting (2017) with Project AM Peak HourFigure 11aFigure 11av:\2073\active\2073010960\drawing\exhibit_files\fig 11a - existing + project am peak hour turning movement volumes.dwg Turning Movement and Link VolumesTurning Movement and Link VolumesLegend Link Volume- Stop Controlled Approach- Sgnalized Intersection- Study Intersection- Two-way RoadwayGarvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteExisting (2017) with Project PM Peak HourExisting (2017) with Project PM Peak HourFigure 11bFigure 11bv:\2073\active\2073010960\drawing\exhibit_files\fig 11b - existing + project pm peak hour turning movement volumes.dwg Turning Movement and Link VolumesTurning Movement and Link VolumesLegend- Stop Controlled Approach- Sgnalized Intersection- Study Intersection Link Volume- Two-way RoadwayGarvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle AveWillard AveCharlotte AveWillard AveAngelus AveGladys AveSan Gabriel BlvdAlanreed AveEckhart AveDelta AveStallo AveWalnut Grove AveBurton AveBartlett AveCalifornia StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle AveBartlett AveTwin AveEarle AveEarle AveNewmark Ave Fern Ave Garvey Ave Park St Whitmore St Emerson Pl Dorothy St Hellman Ave Artson St Saxon Ave Olney St Loftus Dr Olney St Fern Ave Project Site Existing (2017) with Project WeekdayExisting (2017) with Project Weekday Figure 12Figure 12 Legend - Study Intersection ID No. - Weekday 24-hr Roadway Traffic Volume - Volume to Capacity Ratio 24-Hr Link Volumes and V/C Ratio24-Hr Link Volumes and V/C Ratio Garvey Earle Plaza Traffic Study Rosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteBaseline 2019 with Project AM Peak HourBaseline 2019 with Project AM Peak HourFigure 13aFigure 13av:\2073\active\2073010960\drawing\exhibit_files\fig 13a - baseline 2019 + proj am peak hour turning movement volumes with cumul.dwg Turning Movement and Link VolumesTurning Movement and Link VolumesLegend- Stop Controlled Approach- Sgnalized Intersection- Study Intersection Link Volume- Two-way RoadwayGarvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle Ave Willard Ave Charlotte AveWillard AveAngelus AveGladys AveSan Gabriel Blvd Alanreed AveEckhart AveDelta AveStallo Ave Walnut Grove Ave Burton Ave Bartlett Ave Muscatel Ave Ivar Ave California StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle Ave Bartlett Ave Twin AveEarle AveEarle AveNewmark AveFern AveGarvey AvePark StWhitmore StEmerson PlDorothy StHellman AveArtson StSaxon AveOlney StLoftus DrOlney StFern AveProjectSiteBaseline 2019 with Project PM Peak HourBaseline 2019 with Project PM Peak HourFigure 13bFigure 13bv:\2073\active\2073010960\drawing\exhibit_files\fig 13b - baseline 2019 + project pm peak hour turning movement volumes with cumul.dwg Turning Movement and Link VolumesTurning Movement and Link VolumesLegend- Stop Controlled Approach- Sgnalized Intersection- Study Intersection Link Volume- Two-way RoadwayGarvey Earle Plaza Traffic StudyRosemead, CA Pine StFalling Leaf AveGladys AveCharlotte AveDelta AveEarle AveWillard AveCharlotte AveWillard AveAngelus AveGladys AveSan Gabriel BlvdAlanreed AveEckhart AveDelta AveStallo AveWalnut Grove AveBurton AveBartlett AveCalifornia StTwin AveGaydon AveS Charlotte AveDelta AveCharlotte AveEarle AveBartlett AveTwin AveEarle AveEarle AveNewmark Ave Fern Ave Garvey Ave Park St Whitmore St Emerson Pl Dorothy St Hellman Ave Artson St Saxon Ave Olney St Loftus Dr Olney St Fern Ave Project Site Baseline 2019 with Project WeekdayBaseline 2019 with Project Weekday Figure 14Figure 14 Legend - Study Intersection ID No. - Weekday 24-hr Roadway Traffic Volume - Volume to Capacity Ratio 24-Hr Link Volumes and V/C Ratios24-Hr Link Volumes and V/C Ratios Garvey Earle Plaza Traffic Study Rosemead, CA GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Traffic Analysis 36 4.0 TRAFFIC ANALYSIS To evaluate level of service at study area intersections with Existing (2017) and Baseline 2019 with project conditions, the Intersection Capacity Utilization (ICU) method has been used for signalized intersections and the HCM operations method for unsignalized intersections. The target level of service to be maintained throughout the project study area has been established by the City of Rosemead as Level of Service D. 4.1 EXISTING (2017) AND BASELINE 2019 CONDITIONS Table 2 in Section II of this report shows that all signalized intersections within the project study area are operating at LOS D or better during existing AM and PM peak hours except for the San Gabriel Boulevard and Garvey Avenue intersection which is operating at LOS E (0.94) during the PM peak hour. Table 2 also shows that all study area unsignalized intersections within the I-10 interchange areas at San Gabriel Boulevard and Walnut Grove Avenue are operating at LOS C or better under existing conditions based on average delay per Caltrans analysis guidelines. To analyze Baseline 2019 (no project) conditions on the existing circulation network an ambient growth factor of 1% per year has been applied to 2017 volumes and cumulative traffic from other known development projects that passes through the study area intersections has been added to the forecasts. The results of this analysis are shown in Table 3. Table 3 shows that with forecast Baseline 2019 peak hour volumes all intersections within the study area will continue to operate at the same Level of Service as for existing conditions, LOS D or better, except the San Gabriel Boulevard/Garvey Avenue which will continue to operate at LOS E (0.96) during the PM peak hour. GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Traffic Analysis 37 4.2 EXISTING (2017) WITH PROJECT CONDITIONS Table 5 shows the results of intersection level of service analysis for Existing (2017) with Project traffic volume conditions. Table 5 shows that with forecast Existing (2017) with Project peak hour volumes all intersections within the study area will continue to operate at Level of Service D or better with the only exception still the San Gabriel Boulevard/Garvey Avenue intersection during the PM peak hour which will continue to have forecast LOS E (0.95). Figure 12 shows that the roadways surrounding the Project site are typically predicted to operate below theoretical capacity based on 24-hour volumes for Existing (2017) with Project conditions with the highest volumes on San Gabriel Boulevard and Walnut Grove Avenue in vicinity of the I-10 Freeway. 4.3 BASELINE 2019 WITH PROJECT CONDITIONS Table 6 shows the results of intersection level of service analysis for Baseline 2019 with Project traffic volume conditions. Table 6 shows that with forecast Baseline 2019 with Project peak hour volumes all of the intersections within the study area will continue to operate at Level of Service D or better with the exception of San Gabriel Boulevard/Garvey Avenue (0.98-E) during the PM peak hour. It has been noted that the City General Plan Circulation Element identifies a future CIP improvement to provide one additional through lane in the eastbound and westbound directions at the intersection. It is anticipated that this improvement will be accomplished by restriping the existing dedicated right-turn lanes on the east-west approaches to through lanes. Maintaining east-west dedicated right-turn lanes at the intersection in addition to providing the additional through lanes would require intersection widening. Widening the eastbound approach would impact the existing bridge structure over the channel on the west side of the intersection and is not considered cost effective. With the planned CIP improvement LOS is predicted to remain LOS D (0.81) in the AM peak hour and LOS E (0.94) in the PM Peak hour, however the ICU values are reduced to Existing 2017 values. GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Traffic Analysis 38 Figure 14 shows that the roadways surrounding the Project site are predicted to operate below capacity based on 24-hour volumes for Baseline 2019 with Project conditions except for San Gabriel Boulevard and Walnut Grove Avenue in the I-10 interchange areas. However, as previously discussed, the actual daily roadway capacities in these areas are anticipated to be somewhat higher than the theoretical capacities used in the V/C analysis because of the unrestricted ramp turning movements. 4.4 TRAFFIC SIGNAL WARRANT ANALYSIS Traffic signal warrant analysis based on peak hour volumes was performed where applicable for all non-signalized study area intersections for Existing (2017) with Project and Baseline 2019 with Project scenarios analyzed in this study. The I-10 westbound off- ramp and Walnut Grove Avenue signal satisfied the peak hour warrant during both the AM and PM peak hours under Existing (2017) conditions and all subsequent scenarios. This indicates that a more rigorous signal warrant analysis including 4 hour and 8 hour warrants may be justified for existing conditions. However, no mitigation is required at this intersection with Project implementation and any project “fair share” at this location would be only a fraction of a percent even if justified. Therefore, the proposed project should have no obligation to contribute funding to signalization either in the short or long term. The project trip generation is not high enough to require consideration of signalization at the project driveway. Traffic signal warrant calculations are included in the appendix. Stantec Consulting Services, Inc.Garvey Earle PlazaMay 2017Traffic Impact AnalysisRosemead, CA ICU LOS ICU LOS ICU LOS ICU LOSV:\2073\active\2073010960\report\Tables\[Table 5 - Exist +Proj LOS.xls]Sheet139EAB0.52 ASignalized Intersections7. Walnut Grove Ave / Hellman Ave8. I-10 EB Ramps / Hellman Ave9. Walnut Grove Ave / Garvey Ave5. Delta Ave / Garvey Ave3. San Gabriel Blvd / Hellman Ave0.754. San Gabriel Blvd / Garvey Ave0.550.65Existing plus Project (2017)CAPM Peak HourAM Peak Hour PM Peak Hour0.82 D0.94CAM Peak HourUnsignalized IntersectionsA0.74 CD0.810.65 B0.7410. Walnut Grove Ave / Fern Ave 0.52Existing (2017)0.650.75 C 0.83 D0.75 C0.950.55 A 0.57 AEB0.75 C 0.83 D0.65 BExisting (2017)0.54AM Peak Hour PM Peak Hour0.74 CAM Peak Hour PM Peak Hour0.85 D0.74Table 5Existing (2017) with Project Level of Service at Study Area IntersectionsC0.85D0.55 AExisting plus Project (2017)A0.561a. San Gabriel Blvd / I-10 WB Ramps EBR (HCM - Sec/Delay)1b. San Gabriel Blvd / I-10 WB Ramps WBR (HCM - Sec/Delay)2a. San Gabriel Blvd / I-10 EB Ramps EBR (HCM - Sec/Delay)2b. San Gabriel Blvd / I-10 EB Ramps WBR (HCM - Sec/Delay)6. Walnut Grove Ave / I-10 WB Ramps (HCM - Sec/Delay)1.71.5A 3.9 A 1.7 A 3.9 AA4.52.1 A1.5 A 2.9 AA8.527.4 D15.8 CA3.3A8.427.3 D15.8 CA3.3A2.8AA4.52.1 AAvg. Delay (Sec/Veh)LOSAvg. Delay (Sec/Veh)LOSAvg. Delay (Sec/Veh)LOSAvg. Delay (Sec/Veh)LOS Stantec Consulting Services, Inc.Garvey Earle PlazaMay 2017Traffic Impact AnalysisRosemead, CA ICU LOS ICU LOS ICU LOS ICU LOSV:\2073\active\2073010960\report\Tables\[Table 6- Baseline 2017 LOS + Project LOS.xls]Sheet1400.81 D 0.94D0.93E3.1 ACA3.49.6 AD32.2A2.2 A 4.9 A1.6 A 3.0 A1.6 AC18.63.4 A2.0 A2.2 A 4.9 A2b. San Gabriel Blvd / I-10 EB Ramps WBR (HCM - Sec/Delay)6. Walnut Grove Ave / I-10 WB Ramps (HCM - Sec/Delay)2.0 A 4.5 AA0.53 AA0.79 C0.56B0.89 D0.56 A0.77 C 0.89 D0.530.67 B 0.66 B0.98 E0.57 A 0.61 BTable 6Baseline (2019) with Project Level of Service at Study Area IntersectionsE0.57 A 0.59 ACAM Peak Hour3. San Gabriel Blvd / Hellman AveBaseline plus Project (2019)0.78 C 0.84 D0.67 B 0.670.85 D0.78 C 0.83 D0.960.77Baseline (2019)0.77 C0.85 DPM Peak Hour0.77 CAM Peak HourPM Peak Hour0.77 CAM Peak HourBaseline plus Project (2019)PM Peak HourAM Peak HourPM Peak Hour5. Delta Ave / Garvey AveD9.732.418.7Signalized Intersections7. Walnut Grove Ave / Hellman Ave8. I-10 EB Ramps / Hellman Ave9. Walnut Grove Ave / Garvey Ave10. Walnut Grove Ave / Fern Ave4. San Gabriel Blvd / Garvey AveUnsignalized Intersections1a. San Gabriel Blvd / I-10 WB Ramps EBR (HCM - Sec/Delay)1b. San Gabriel Blvd / I-10 WB Ramps WBR (HCM - Sec/Delay)2a. San Gabriel Blvd / I-10 EB Ramps EBR (HCM - Sec/Delay)Baseline (2019)4.5 AE4. San Gabriel Blvd / Garvey Ave - Future CIP Imps (Add 1 EB/WB thru lane)0.81Avg. Delay (Sec/Veh)LOSAvg. Delay (Sec/Veh)LOSAvg. Delay (Sec/Veh)LOSAvg. Delay (Sec/Veh)LOS GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Findings and Recommendations 41 5.0 FINDINGS AND RECOMMENDATIONS 5.1 STUDY AREA CIRCULATION IMPACTS For existing (2017) conditions, study area signalized intersections are operating at Level of Service D or better based on existing peak hour intersection volumes with one exception. The San Gabriel Boulevard/Garvey Avenue intersection is operating at LOS E (ICU-0.94) during the PM peak hour. Unsignalized intersections at interchanges of the I- 10 Freeway at San Gabriel Boulevard and Walnut Grove Avenue are currently operating at LOS D or above based on average vehicle delay associated with existing peak hour traffic volumes. Study area roadways are typically operating below theoretical capacity based on weekday 24-hour roadway volumes. For Existing (2017) with Project, Baseline 2019 (no project), and Baseline 2019 with Project conditions the study area intersections will continue to operate at Level of Service D or better with exception of the San Gabriel Boulevard/Garvey Avenue intersection. However, a future City Capital Improvements Program (CIP) project is planned to add an additional through lane on each direction of Garvey Avenue and with this improvement, as shown on Table 6, the PM peak hour ICU value at the San Gabriel Boulevard/Garvey Avenue intersection will be lowered to the existing 2017 value for future with Project conditions of LOS E (0.94). Other than consideration of this future City CIP project, no additional circulation system mitigation measures are required for implementation of the Garvey Earle Plaza Project. This analysis also identifies that the project driveway location does not require signalization or restrictions of access. It is recommended that no on-street parking be provided along the project frontage on Earle Avenue so that sight distance from the project driveway can be maintained. All findings were based on a worst-case analysis for Project trip generation. GARVEY EARLE PLAZA TRAFFIC IMPACT ANALYSIS Findings and Recommendations 42 5.2 ONSITE CIRCULATION There are no concerns regarding on-site circulation associated with the proposed project. The project access driveways and parking aisles are appropriately sized and configured for the project volumes and will be designed in accordance with applicable agency standards. Sight distance requirements at project access driveways and intersections will be provided per agency standards. Site parking supply has been provided to meet or exceed City code. Because of potential height restrictions, the proximity to residences, and to mitigate potential on-site circulation impacts, the following measures should be considered to address commercial deliveries to the site. 1. All delivery vehicles entering and exiting the site shall have a maximum height consistent with the vertical clearances provided on-site. 2. No vehicle deliveries between the hours of 10 PM to 9 AM. 3. All delivery vehicles shall park in the designated loading area located on the ground-level commercial parking area. 5.3 TRAFFIC SIGNAL WARRANTS Only the Walnut Grove Avenue/I-10 westbound ramps study area intersection satisfies peak hour traffic signal warrants for the scenarios included in this study. The other unsignalized study area intersections include existing stop-control for right-turn only movements where signalization is typically not appropriate. The Walnut Grove Avenue/I- 10 westbound ramps intersection satisfies peak hour warrants under existing conditions with or without the project and no project mitigation is required at this intersection. Therefore, satisfaction of these warrants simply suggests that more in-depth analysis may be justified in the future if improvements are planned at this intersection, and the Garvey Earle Plaza Project has no obligation to contribute to any funding for signalization. APPENDIX A NDS Existing Peak Hour Intersection Turning Movements and 24 Hour Roadway Link Volume Counts ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 270 1347 0 AM NOON 0 0 0 NOON PM 373 1062 0 PM AM NOON PM AM NOON PM Lanes 177 0 277 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 150 0 275 Lanes AM NOON PM AM NOON PM AM 0 1086 146 AM NOON 0 0 0 NOON PM 0 1362 212 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 270 0 373 177 0 277 150 0 275 146 0 212 AM NOON PM AM NOON PM AM AM NOON NOON PM PM1574 1617 1337 1497 0 East Leg North Leg 3074 323 South Leg 6484200 2729 0 2911 South Leg East Leg 1232 0 0 16391435 West Leg 0 West Leg 489 End Total Ins & Outs North Leg 1497 0 1337 Northbound Approach 2880 0 6:00 PM 1263 0 Total Volume Per Leg 14-5527-001 NOON Peak Hour NOON PM 7:00 AM 9:00 AM Count Periods AM Start 4:00 PM Day:Eastbound ApproachSan Gabriel Blvd and I-10 WB Ramps , Rosemead PM Peak Hour 212 1263 0 1639 2 Way Stop(EB/WB) CONTROLSan Gabriel Blvd AM Peak Hour Thursday Westbound ApproachRosemead Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 146 0 730 AM I-10 WB Ramps 500 PM 270 0 373 N ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 0 City: AM 333 1168 0 AM NOON 0 0 0 NOON PM 145 1179 0 PM AM NOON PM AM NOON PM Lanes 247 0 380 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 133 0 217 Lanes AM NOON PM AM NOON PM AM 0 984 294 AM NOON 0 0 0 NOON PM 0 1199 251 PM 0 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 333 0 145 247 0 380 133 0 217 294 0 251 AM NOON PM AM NOON PM AM AM NOON NOON PM PM Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 294 0 730 AM I-10 EB Ramps San Gabriel Blvd AM Peak Hour Thursday Westbound ApproachRosemead San Gabriel Blvd and I-10 EB Ramps , Rosemead PM Peak Hour 251 1231 0 1579 2 Way Stop(EB/WB) CONTROL 500 PM 333 14-5527-002 NOON Peak Hour NOON PM 7:00 AM Day:Eastbound Approach0 145 Total Volume Per Leg Count Periods AM Start 4:00 PM End Total Ins & Outs North Leg 1301 0 1396 Northbound Approach 9:00 AM 6:00 PM South Leg East Leg 1278 0 0 15791324 West Leg East Leg North Leg 2903 541 0 631 2732 0 South Leg 3624660 2579 0 West Leg 28461450 1501 1396 1301 0 1231 0 N ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 3 1 City: AM 149 1069 79 AM NOON 0 0 0 NOON PM 129 1181 81 PM AM NOON PM AM NOON PM Lanes 97 0 78 0 186 0 109 1 1 126 0 121 40 0 30 1 1 158 0 177 0 91 0 90 Lanes AM NOON PM AM NOON PM AM 61 1018 22 AM NOON 0 0 0 NOON PM 80 1244 37 PM 1 2 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 396 0 318 323 0 217 375 0 388 259 0 295 AM NOON PM AM NOON PM AM AM NOON NOON PM PM1361 1297 1301 1200 0 East Leg North Leg 2834 582 South Leg 7067710 2301 0 2662 South Leg East Leg 1101 0 0 14431391 West Leg 0 West Leg 512 End Total Ins & Outs North Leg 1200 0 1301 Northbound Approach 2538 0 6:00 PM 1241 0 Total Volume Per Leg 14-5527-003 NOON Peak Hour NOON PM 7:00 AM 9:00 AM Count Periods AM Start 4:00 PM Day:Eastbound ApproachSan Gabriel Blvd and Hellman Ave , Rosemead PM Peak Hour 295 1241 0 1443 Signalized CONTROLSan Gabriel Blvd AM Peak Hour Thursday Westbound ApproachRosemead Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 259 0 730 AM Hellman Ave 500 PM 396 0 318 N ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 2 1 City: AM 141 838 209 AM NOON 0 0 0 NOON PM 170 849 249 PM AM NOON PM AM NOON PM Lanes 212 0 196 1 773 0 664 2 1 186 0 228 154 0 166 1 2 650 0 824 1 69 0 92 Lanes AM NOON PM AM NOON PM AM 74 655 154 AM NOON 0 0 0 NOON PM 122 917 171 PM 1 2 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 988 0 956 1139 0 1026 905 0 1144 1013 0 1244 AM NOON PM AM NOON PM AM AM NOON NOON PM PM Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 1013 0 730 AM Garvey Ave San Gabriel Blvd AM Peak Hour Thursday Westbound ApproachRosemead San Gabriel Blvd and Garvey Ave , Rosemead PM Peak Hour 1244 1053 0 1341 Signalized CONTROL 500 PM 988 14-5527-004 NOON Peak Hour NOON PM 7:00 AM Day:Eastbound Approach0 956 Total Volume Per Leg Count Periods AM Start 4:00 PM End Total Ins & Outs North Leg 1061 0 1107 Northbound Approach 9:00 AM 6:00 PM South Leg East Leg 883 0 0 13411268 West Leg East Leg North Leg 2609 2152 0 2270 2241 0 South Leg 210018930 1944 0 West Leg 23171210 1188 1107 1061 0 1053 0 N ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 3 2 1 AM NOON 0 0 0 NOON PM 5 2 4 PM AM NOON PM AM NOON PM Lanes 0 0 2 0 977 0 922 2 1 6 0 11 21 0 23 1 2 884 0 1068 0 176 0 146 Lanes AM NOON PM AM NOON PM AM 156 2 37 AM NOON 0 0 0 NOON PM 127 2 19 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 1136 0 1054 998 0 947 1066 0 1225 922 0 1091 AM NOON PM AM NOON PM AM AM NOON NOON PM PM148 6 171 199 0 East Leg North Leg 26 1920 South Leg 227922020 394 0 319 South Leg East Leg 195 0 0 1511 West Leg 0 West Leg 2038 End Total Ins & Outs North Leg 199 0 171 Northbound Approach 14 0 6:00 PM 8 0 Total Volume Per Leg 14-5527-005 NOON Peak Hour NOON PM 7:00 AM 9:00 AM Count Periods AM Start 4:00 PM Day:Eastbound ApproachDelta Ave and Garvey Ave , Rosemead PM Peak Hour 1091 8 0 15 Signalized CONTROLDelta Ave AM Peak Hour Thursday Westbound ApproachRosemead Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 922 0 730 AM Garvey Ave 500 PM 1136 0 1054 N ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 0 City: AM 199 960 0 AM NOON 0 0 0 NOON PM 196 843 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 0 1 100 0 87 0 0 0 0 0 0 0 0 1 212 0 266 Lanes AM NOON PM AM NOON PM AM 113 907 0 AM NOON 0 0 0 NOON PM 228 1267 0 PM 1 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 312 0 424 0 0 0 312 0 353 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM1495 1159 1109 1172 0 East Leg North Leg 2393 0 South Leg 7776240 2192 0 2604 South Leg East Leg 1020 0 0 13541039 West Leg 0 West Leg 0 End Total Ins & Outs North Leg 1172 0 1109 Northbound Approach 2166 0 6:00 PM 1007 0 Total Volume Per Leg 14-5527-006 NOON Peak Hour NOON PM 7:00 AM 9:00 AM Count Periods AM Start 4:00 PM Day:Eastbound ApproachWalnut Grove Ave and I-10 WB Ramps , Rosemead PM Peak Hour 0 1007 0 1354 1 Way Stop(EB) CONTROLWalnut Grove Ave AM Peak Hour Thursday Westbound ApproachRosemead Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 0 0 715 AM I-10 WB Ramps 500 PM 312 0 424 N ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 1 City: AM 134 762 101 AM NOON 0 0 0 NOON PM 142 690 130 PM AM NOON PM AM NOON PM Lanes 245 0 232 1 79 0 46 0.5 0.5 216 0 311 10 0 4 0.5 0.5 50 0 86 1 126 0 107 Lanes AM NOON PM AM NOON PM AM 157 465 13 AM NOON 0 0 0 NOON PM 104 955 23 PM 1 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 370 0 292 334 0 282 392 0 504 164 0 239 AM NOON PM AM NOON PM AM AM NOON NOON PM PM1082 997 801 898 0 East Leg North Leg 2460 498 South Leg 7967620 1533 0 1883 South Leg East Leg 635 0 0 1498962 West Leg 0 West Leg 521 End Total Ins & Outs North Leg 898 0 801 Northbound Approach 1923 0 6:00 PM 926 0 Total Volume Per Leg 14-5527-007 NOON Peak Hour NOON PM 7:00 AM 9:00 AM Count Periods AM Start 4:00 PM Day:Eastbound ApproachWalnut Grove Ave and Hellman Ave , Rosemead PM Peak Hour 239 926 0 1498 Signalized CONTROLWalnut Grove Ave AM Peak Hour Thursday Westbound ApproachRosemead Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 164 0 730 AM Hellman Ave 500 PM 370 0 292 N ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 6 0 251 AM NOON 0 0 0 NOON PM 8 0 289 PM AM NOON PM AM NOON PM Lanes 142 0 107 0.5 232 0 183 0 0 65 0 38 0 0 0 0.5 1 159 0 219 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 238 0 191 374 0 290 224 0 257 410 0 508 AM NOON PM AM NOON PM AM AM NOON NOON PM PM Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 410 0 800 AM Hellman Ave I-10 EB Ramps AM Peak Hour Thursday Westbound ApproachRosemead I-10 EB Ramps and Hellman Ave , Rosemead PM Peak Hour 508 207 0 145 Signalized CONTROL 500 PM 238 14-5527-008 NOON Peak Hour NOON PM 7:00 AM Day:Eastbound Approach0 191 Total Volume Per Leg Count Periods AM Start 4:00 PM End Total Ins & Outs North Leg 0 0 0 Northbound Approach 9:00 AM 6:00 PM South Leg East Leg 0 0 0 145297 West Leg East Leg North Leg 442 784 0 798 464 0 South Leg 4484620 0 0 West Leg 00 257 0 0 0 207 0 N ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 1 City: AM 117 636 198 AM NOON 0 0 0 NOON PM 87 573 167 PM AM NOON PM AM NOON PM Lanes 101 0 188 0 814 0 777 3 1 107 0 141 126 0 109 1 3 738 0 779 0 55 0 95 Lanes AM NOON PM AM NOON PM AM 115 370 85 AM NOON 0 0 0 NOON PM 105 774 156 PM 1 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 1046 0 969 1041 0 1074 900 0 1015 1021 0 1102 AM NOON PM AM NOON PM AM AM NOON NOON PM PM Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 1021 0 730 AM Garvey Ave Walnut Grove Ave AM Peak Hour Thursday Westbound ApproachRosemead Walnut Grove Ave and Garvey Ave , Rosemead PM Peak Hour 1102 578 0 1103 Signalized CONTROL 500 PM 1046 14-5527-009 NOON Peak Hour NOON PM 7:00 AM Day:Eastbound Approach0 969 Total Volume Per Leg Count Periods AM Start 4:00 PM End Total Ins & Outs North Leg 817 0 777 Northbound Approach 9:00 AM 6:00 PM South Leg East Leg 570 0 0 1103827 West Leg East Leg North Leg 1930 2062 0 2176 1529 0 South Leg 198419460 1387 0 West Leg 18121035 951 777 817 0 578 0 N ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 1 City: AM 65 711 24 AM NOON 0 0 0 NOON PM 80 618 55 PM AM NOON PM AM NOON PM Lanes 65 0 72 0 59 0 33 1 0 88 0 23 12 0 20 0 1 50 0 35 0 46 0 41 Lanes AM NOON PM AM NOON PM AM 23 380 10 AM NOON 0 0 0 NOON PM 47 960 33 PM 1 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 147 0 160 136 0 125 184 0 99 84 0 123 AM NOON PM AM NOON PM AM AM NOON NOON PM PM1040 800 679 769 0 East Leg North Leg 1808 220 South Leg 2593310 1182 0 1719 South Leg East Leg 413 0 0 1055753 West Leg 0 West Leg 248 End Total Ins & Outs North Leg 769 0 679 Northbound Approach 1333 0 6:00 PM 533 0 Total Volume Per Leg 14-5527-010 NOON Peak Hour NOON PM 7:00 AM 9:00 AM Count Periods AM Start 4:00 PM Day:Eastbound ApproachWalnut Grove Ave and Fern Ave , Rosemead PM Peak Hour 123 533 0 1055 Signalized CONTROLWalnut Grove Ave AM Peak Hour Thursday Westbound ApproachRosemead Peak Hour Summary Southbound Approach Project #:9/11/2014Date: 84 0 730 AM Fern Ave 500 PM 147 0 160 N Day:City:Rosemead Date:Project #:CA14_5528_001 NB SB EB WB 16,196 15,600 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 30 34 64 246 227 473 00:15 31 49 80 250 214 46400:30 27 29 56 248 247 49500:45 21 109 22 134 43 243 230 974 212 900 442 187401:00 14 17 31 221 220 44101:15 18 26 44 249 212 46101:30 17 14 31 243 241 48401:45 12 61 12 69 24 130 253 966 220 893 473 185902:00 7 16 23 267 220 487 02:15 10 13 23 242 235 477 02:30 12 8 20 261 207 468 02:45 8 37 15 52 23 89 257 1027 226 888 483 191503:00 12 10 22 256 224 480 03:15 13 9 22 279 249 528 03:30 13 7 20 257 246 503 03:45 6 44 11 37 17 81 260 1052 263 982 523 203404:00 14 6 20 247 291 538 04:15 15 16 31 293 241 534 04:30 28 21 49 285 297 582 04:45 24 81 23 66 47 147 285 1110 287 1116 572 222605:00 32 32 64 311 276 587 05:15 39 37 76 317 320 637 05:30 54 39 93 344 302 646 05:45 65 190 62 170 127 360 297 1269 325 1223 622 249206:00 58 54 112 338 286 624 06:15 88 81 169 303 292 595 06:30 145 113 258 315 290 605 06:45 148 439 141 389 289 828 300 1256 240 1108 540 236407:00 191 142 333 251 234 485 07:15 227 219 446 254 238 492 07:30 306 261 567 214 208 422 07:45 263 987 297 919 560 1906 206 925 182 862 388 178708:00 214 318 532 230 179 409 08:15 249 260 509 197 195 392 08:30 241 238 479 142 146 288 08:45 247 951 265 1081 512 2032 191 760 147 667 338 1427 09:00 253 211 464 141 166 307 09:15 203 265 468 157 145 302 09:30 224 232 456 141 140 281 09:45 231 911 217 925 448 1836 135 574 152 603 287 117710:00 234 208 442 128 120 248 10:15 213 229 442 112 129 241 10:30 224 242 466 74 93 167 10:45 225 896 231 910 456 1806 73 387 84 426 157 81311:00 247 235 482 74 77 151 11:15 232 226 458 60 77 137 11:30 262 227 489 44 66 110 11:45 228 969 232 920 460 1889 43 221 40 260 83 481 TOTALS 5675 5672 11347 10521 9928 20449 SPLIT %50.0%50.0%35.7%51.4%48.6%64.3% NB SB EB WB 16,196 15,600 0 0 AM Peak Hour 07:30 07:30 07:30 17:15 17:15 17:15 AM Pk Volume 1032 1136 2168 1296 1233 2529 Pk Hr Factor 0.843 0.893 0.956 0.942 0.948 0.979 7 - 9 Volume 1938 2000 0 0 3938 2379 2339 0 0 4718 7 - 9 Peak Hour 07:30 07:30 07:30 17:00 17:00 17:00 7 - 9 Pk Volume 1032 1136 0 0 2168 1269 1223 0 0 2492 Pk Hr Factor 0.843 0.893 0.000 0.000 0.956 0.922 0.941 0.000 0.000 0.964 VOLUME Prepared by NDS/ATD 13:1513:30 12:0012:1512:3012:4513:00 14:30 9/11/2014 14:45 15:00 DAILY TOTALS PM Period 13:45 Thursday 17:30 17:45 15:1515:3015:4516:0016:1516:30 14:00 San Gabriel Blvd S/O Hellman Ave 21:3021:4522:00 Total 31,796 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Total 31,796 DAILY TOTALS 21:00 21:15 TOTAL 23:45 TOTALS 20:30 18:0018:1518:3018:4519:00 Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL 20:45 19:15 16:4517:0017:15 14:15 Day:City:Rosemead Date:Project #:CA14_5528_002 NB SB EB WB 0 0 13,967 14,101 AM Period NB SB EB WB NB SB EB WB 00:00 37 30 67 191 240 431 00:15 39 16 55 233 236 46900:30 25 18 43 223 231 45400:45 18 119 17 81 35 200 219 866 205 912 424 177801:00 16 14 30 203 192 39501:15 11 10 21 201 190 39101:30 11 9 20 205 183 38801:45 9 47 7 40 16 87 221 830 177 742 398 157202:00 11 12 23 217 187 404 02:15 7 6 13 231 201 432 02:30 4 7 11 249 221 470 02:45 9 31 7 32 16 63 277 974 242 851 519 182503:00 12 11 23 237 218 455 03:15 7 8 15 235 199 434 03:30 3 9 12 260 178 438 03:45 14 36 6 34 20 70 241 973 207 802 448 177504:00 8 9 17 251 246 497 04:15 15 12 27 289 205 494 04:30 12 14 26 267 197 464 04:45 17 52 19 54 36 106 261 1068 221 869 482 193705:00 20 13 33 285 218 503 05:15 28 26 54 298 236 534 05:30 31 32 63 307 246 553 05:45 37 116 54 125 91 241 329 1219 266 966 595 218506:00 20 55 75 304 287 591 06:15 38 84 122 298 282 580 06:30 56 138 194 274 258 532 06:45 97 211 141 418 238 629 277 1153 227 1054 504 220707:00 88 198 286 238 241 479 07:15 115 230 345 207 249 456 07:30 171 287 458 194 190 384 07:45 289 663 276 991 565 1654 199 838 163 843 362 168108:00 277 275 552 149 187 336 08:15 238 257 495 159 158 317 08:30 196 297 493 128 103 231 08:45 235 946 233 1062 468 2008 129 565 131 579 260 1144 09:00 178 239 417 115 99 214 09:15 205 253 458 118 95 213 09:30 178 297 475 102 90 192 09:45 195 756 216 1005 411 1761 95 430 93 377 188 80710:00 167 232 399 101 90 191 10:15 198 211 409 81 81 162 10:30 206 243 449 66 47 113 10:45 201 772 216 902 417 1674 62 310 44 262 106 57211:00 196 218 414 47 58 105 11:15 192 216 408 42 43 85 11:30 200 235 435 47 46 93 11:45 238 826 250 919 488 1745 30 166 34 181 64 347 TOTALS 4575 5663 10238 9392 8438 17830 SPLIT %44.7%55.3%36.5%52.7%47.3%63.5% NB SB EB WB 0 0 13,967 14,101 AM Peak Hour 07:45 07:45 07:45 17:15 17:45 17:30 AM Pk Volume 1000 1105 2105 1238 1093 2319 Pk Hr Factor 0.865 0.930 0.931 0.941 0.952 0.974 7 - 9 Volume 0 0 1609 2053 3662 0 0 2287 1835 4122 7 - 9 Peak Hour 07:45 07:45 07:45 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 1000 1105 2105 0 0 1219 966 2185 Pk Hr Factor 0.000 0.000 0.865 0.930 0.931 0.000 0.000 0.926 0.908 0.918 VOLUME Prepared by NDS/ATD 13:1513:30 12:0012:1512:3012:4513:00 14:30 9/11/2014 14:45 15:00 DAILY TOTALS PM Period 13:45 Thursday 17:30 17:45 15:1515:3015:4516:0016:1516:30 14:00 Garvey Ave W/O Charlotte Ave 21:3021:4522:00 Total 28,068 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Total 28,068 DAILY TOTALS 21:00 21:15 TOTAL 23:45 TOTALS 20:30 18:0018:1518:3018:4519:00 Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL 20:45 19:15 16:4517:0017:15 14:15 Day:City:Rosemead Date:Project #:CA14_5528_003 NB SB EB WB 0 0 12,728 12,994 AM Period NB SB EB WB NB SB EB WB 00:00 27 22 49 185 199 384 00:15 28 16 44 216 239 45500:30 21 18 39 214 204 41800:45 15 91 18 74 33 165 201 816 217 859 418 167501:00 18 18 36 192 151 34301:15 14 8 22 194 170 36401:30 9 12 21 169 183 35201:45 9 50 7 45 16 95 200 755 176 680 376 143502:00 14 11 25 191 146 337 02:15 5 9 14 220 222 442 02:30 3 8 11 236 198 434 02:45 6 28 8 36 14 64 239 886 217 783 456 166903:00 10 8 18 223 186 409 03:15 6 7 13 242 191 433 03:30 6 7 13 227 157 384 03:45 11 33 9 31 20 64 230 922 227 761 457 168304:00 8 6 14 220 214 434 04:15 12 10 22 253 174 427 04:30 15 15 30 236 185 421 04:45 19 54 16 47 35 101 250 959 211 784 461 174305:00 24 16 40 261 197 458 05:15 30 21 51 273 228 501 05:30 41 22 63 266 227 493 05:45 39 134 48 107 87 241 279 1079 275 927 554 200606:00 31 49 80 229 255 484 06:15 40 81 121 259 254 513 06:30 77 99 176 238 232 470 06:45 89 237 131 360 220 597 247 973 230 971 477 194407:00 96 166 262 220 210 430 07:15 110 206 316 182 223 405 07:30 168 252 420 182 167 349 07:45 268 642 241 865 509 1507 162 746 156 756 318 150208:00 259 255 514 129 172 301 08:15 231 257 488 136 140 276 08:30 182 233 415 123 92 215 08:45 217 889 218 963 435 1852 111 499 115 519 226 1018 09:00 186 210 396 106 109 215 09:15 184 254 438 107 92 199 09:30 169 262 431 79 89 168 09:45 158 697 230 956 388 1653 85 377 92 382 177 75910:00 161 212 373 98 82 180 10:15 149 195 344 66 80 146 10:30 164 212 376 62 42 104 10:45 185 659 206 825 391 1484 50 276 45 249 95 52511:00 186 200 386 43 51 94 11:15 194 221 415 35 37 72 11:30 201 203 404 33 44 77 11:45 207 788 229 853 436 1641 27 138 29 161 56 299 TOTALS 4302 5162 9464 8426 7832 16258 SPLIT %45.5%54.5%36.8%51.8%48.2%63.2% NB SB EB WB 0 0 12,728 12,994 AM Peak Hour 07:45 07:30 07:30 17:00 17:45 17:30 AM Pk Volume 940 1005 1931 1079 1016 2044 Pk Hr Factor 0.877 0.978 0.939 0.967 0.924 0.922 7 - 9 Volume 0 0 1531 1828 3359 0 0 2038 1711 3749 7 - 9 Peak Hour 07:45 07:30 07:30 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 940 1005 1931 0 0 1079 927 2006 Pk Hr Factor 0.000 0.000 0.877 0.978 0.939 0.000 0.000 0.967 0.843 0.905 VOLUME Prepared by NDS/ATD 13:1513:30 12:0012:1512:3012:4513:00 14:30 9/11/2014 14:45 15:00 DAILY TOTALS PM Period 13:45 Thursday 17:30 17:45 15:1515:3015:4516:0016:1516:30 14:00 Garvey Ave Bet. Willard Ave & Earle Ave 21:3021:4522:00 Total 25,722 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Total 25,722 DAILY TOTALS 21:00 21:15 TOTAL 23:45 TOTALS 20:30 18:0018:1518:3018:4519:00 Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL 20:45 19:15 16:4517:0017:15 14:15 Day:City:Rosemead Date:Project #:CA14_5528_004 NB SB EB WB 10,163 9,053 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 24 15 39 162 112 274 00:15 20 14 34 165 128 29300:30 10 8 18 151 100 25100:45 17 71 13 50 30 121 144 622 135 475 279 109701:00 9 8 17 118 146 26401:15 12 7 19 136 129 26501:30 12 4 16 140 134 27401:45 10 43 9 28 19 71 138 532 108 517 246 104902:00 5 6 11 150 130 280 02:15 9 7 16 150 130 280 02:30 7 6 13 135 131 266 02:45 2 23 4 23 6 46 181 616 126 517 307 113303:00 9 5 14 161 112 273 03:15 4 8 12 153 137 290 03:30 5 4 9 156 128 284 03:45 6 24 3 20 9 44 163 633 146 523 309 115604:00 11 14 25 211 150 361 04:15 13 12 25 232 186 418 04:30 8 14 22 222 160 382 04:45 7 39 22 62 29 101 222 887 150 646 372 153305:00 7 25 32 246 156 402 05:15 12 30 42 267 168 435 05:30 17 47 64 270 182 452 05:45 28 64 59 161 87 225 267 1050 194 700 461 175006:00 29 47 76 258 184 442 06:15 40 47 87 243 173 416 06:30 49 72 121 209 181 390 06:45 59 177 102 268 161 445 207 917 157 695 364 161207:00 93 110 203 202 125 327 07:15 106 120 226 173 125 298 07:30 142 178 320 183 127 310 07:45 150 491 187 595 337 1086 183 741 133 510 316 125108:00 133 208 341 149 124 273 08:15 114 204 318 162 86 248 08:30 127 209 336 127 90 217 08:45 99 473 196 817 295 1290 115 553 99 399 214 952 09:00 111 164 275 89 86 175 09:15 105 154 259 106 89 195 09:30 101 140 241 95 42 137 09:45 108 425 128 586 236 1011 88 378 85 302 173 68010:00 99 132 231 85 46 131 10:15 122 113 235 77 47 124 10:30 110 115 225 71 33 104 10:45 111 442 106 466 217 908 37 270 38 164 75 43411:00 118 101 219 35 34 69 11:15 140 89 229 21 30 51 11:30 163 106 269 29 24 53 11:45 163 584 126 422 289 1006 23 108 19 107 42 215 TOTALS 2856 3498 6354 7307 5555 12862 SPLIT %44.9%55.1%33.1%56.8%43.2%66.9% NB SB EB WB 10,163 9,053 0 0 AM Peak Hour 11:30 08:00 07:45 17:15 17:30 17:15 AM Pk Volume 653 817 1332 1062 733 1790 Pk Hr Factor 0.989 0.977 0.977 0.983 0.945 0.971 7 - 9 Volume 964 1412 0 0 2376 1937 1346 0 0 3283 7 - 9 Peak Hour 07:30 08:00 07:45 17:00 17:00 17:00 7 - 9 Pk Volume 539 817 0 0 1332 1050 700 0 0 1750 Pk Hr Factor 0.898 0.977 0.000 0.000 0.977 0.972 0.902 0.000 0.000 0.949 VOLUME Prepared by NDS/ATD 13:1513:30 12:0012:1512:3012:4513:00 14:30 9/11/2014 14:45 15:00 DAILY TOTALS PM Period 13:45 Thursday 17:30 17:45 15:1515:3015:4516:0016:1516:30 14:00 Walnut Grove Ave S/O Garvey Ave 21:3021:4522:00 Total 19,216 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Total 19,216 DAILY TOTALS 21:00 21:15 TOTAL 23:45 TOTALS 20:30 18:0018:1518:3018:4519:00 Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL 20:45 19:15 16:4517:0017:15 14:15 Day:City:Rosemead Date:Project #:CA14_5528_005 NB SB EB WB 11,032 10,532 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 21 16 37 179 143 322 00:15 12 12 24 193 135 32800:30 18 13 31 154 161 31500:45 14 65 14 55 28 120 146 672 189 628 335 130001:00 16 12 28 141 151 29201:15 9 10 19 134 157 29101:30 12 6 18 159 152 31101:45 8 45 10 38 18 83 164 598 133 593 297 119102:00 5 2 7 162 158 320 02:15 11 7 18 171 144 315 02:30 4 11 15 158 160 318 02:45 4 24 5 25 9 49 199 690 184 646 383 133603:00 12 2 14 172 159 331 03:15 4 6 10 184 177 361 03:30 10 6 16 183 169 352 03:45 8 34 4 18 12 52 181 720 184 689 365 140904:00 10 13 23 198 168 366 04:15 7 10 17 212 179 391 04:30 11 13 24 215 153 368 04:45 12 40 13 49 25 89 249 874 216 716 465 159005:00 14 17 31 269 157 426 05:15 21 27 48 283 181 464 05:30 24 36 60 271 213 484 05:45 19 78 52 132 71 210 262 1085 212 763 474 184806:00 41 46 87 269 196 465 06:15 49 45 94 301 205 506 06:30 78 69 147 212 176 388 06:45 87 255 115 275 202 530 234 1016 164 741 398 175707:00 103 121 224 220 133 353 07:15 160 118 278 179 133 312 07:30 164 207 371 199 140 339 07:45 170 597 220 666 390 1263 156 754 119 525 275 127908:00 120 226 346 154 124 278 08:15 149 266 415 155 109 264 08:30 134 220 354 112 96 208 08:45 137 540 252 964 389 1504 86 507 99 428 185 935 09:00 121 191 312 111 98 209 09:15 122 219 341 91 108 199 09:30 131 169 300 95 55 150 09:45 145 519 152 731 297 1250 84 381 93 354 177 73510:00 129 146 275 85 57 142 10:15 140 163 303 69 62 131 10:30 110 137 247 53 40 93 10:45 137 516 126 572 263 1088 35 242 49 208 84 45011:00 135 156 291 31 40 71 11:15 171 126 297 22 42 64 11:30 188 162 350 28 26 54 11:45 181 675 137 581 318 1256 24 105 27 135 51 240 TOTALS 3388 4106 7494 7644 6426 14070 SPLIT %45.2%54.8%34.8%54.3%45.7%65.2% NB SB EB WB 11,032 10,532 0 0 AM Peak Hour 11:30 08:00 07:30 17:30 17:30 17:30 AM Pk Volume 741 964 1522 1103 826 1929 Pk Hr Factor 0.960 0.906 0.917 0.916 0.969 0.953 7 - 9 Volume 1137 1630 0 0 2767 1959 1479 0 0 3438 7 - 9 Peak Hour 07:15 08:00 07:30 17:00 16:45 17:00 7 - 9 Pk Volume 614 964 0 0 1522 1085 767 0 0 1848 Pk Hr Factor 0.903 0.906 0.000 0.000 0.917 0.958 0.888 0.000 0.000 0.955 VOLUME Prepared by NDS/ATD 13:1513:30 12:0012:1512:3012:4513:00 14:30 9/11/2014 14:45 15:00 DAILY TOTALS PM Period 13:45 Thursday 17:30 17:45 15:1515:3015:4516:0016:1516:30 14:00 Walnut Grove Ave S/O Dorothy St 21:3021:4522:00 Total 21,564 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Total 21,564 DAILY TOTALS 21:00 21:15 TOTAL 23:45 TOTALS 20:30 18:0018:1518:3018:4519:00 Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL 20:45 19:15 16:4517:0017:15 14:15 Day:City:Rosemead Date:Project #:CA14_5528_006 NB SB EB WB 15,114 14,387 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 29 26 55 232 220 452 00:15 27 31 58 250 204 45400:30 28 26 54 224 211 43500:45 23 107 34 117 57 224 193 899 271 906 464 180501:00 23 19 42 187 241 42801:15 16 16 32 185 211 39601:30 19 18 37 216 227 44301:45 13 71 5 58 18 129 186 774 208 887 394 166102:00 8 15 23 221 206 427 02:15 7 3 10 230 226 456 02:30 10 4 14 224 245 469 02:45 10 35 10 32 20 67 245 920 245 922 490 184203:00 11 7 18 234 255 489 03:15 8 8 16 222 281 503 03:30 12 11 23 239 235 474 03:45 9 40 9 35 18 75 229 924 184 955 413 187904:00 21 15 36 280 227 507 04:15 23 18 41 262 207 469 04:30 20 20 40 309 234 543 04:45 13 77 16 69 29 146 344 1195 195 863 539 205805:00 21 27 48 353 248 601 05:15 40 31 71 367 260 627 05:30 46 44 90 361 247 608 05:45 44 151 61 163 105 314 383 1464 287 1042 670 250606:00 64 71 135 369 276 645 06:15 71 87 158 373 256 629 06:30 126 87 213 357 228 585 06:45 123 384 161 406 284 790 297 1396 231 991 528 238707:00 159 172 331 316 219 535 07:15 289 239 528 236 193 429 07:30 338 303 641 248 169 417 07:45 209 995 317 1031 526 2026 206 1006 183 764 389 177008:00 188 299 487 191 148 339 08:15 209 289 498 205 149 354 08:30 171 344 515 150 149 299 08:45 182 750 227 1159 409 1909 144 690 153 599 297 1289 09:00 190 243 433 130 159 289 09:15 152 216 368 108 138 246 09:30 185 224 409 124 117 241 09:45 190 717 196 879 386 1596 139 501 125 539 264 104010:00 161 203 364 107 113 220 10:15 176 170 346 102 96 198 10:30 160 209 369 84 87 171 10:45 173 670 160 742 333 1412 64 357 72 368 136 72511:00 178 163 341 49 57 106 11:15 183 143 326 47 51 98 11:30 205 176 381 45 42 87 11:45 237 803 177 659 414 1462 47 188 51 201 98 389 TOTALS 4800 5350 10150 10314 9037 19351 SPLIT %47.3%52.7%34.4%53.3%46.7%65.6% NB SB EB WB 15,114 14,387 0 0 AM Peak Hour 07:15 07:45 07:15 17:30 17:15 17:30 AM Pk Volume 1024 1249 2182 1486 1070 2552 Pk Hr Factor 0.757 0.908 0.851 0.970 0.932 0.952 7 - 9 Volume 1745 2190 0 0 3935 2659 1905 0 0 4564 7 - 9 Peak Hour 07:15 07:45 07:15 17:00 17:00 17:00 7 - 9 Pk Volume 1024 1249 0 0 2182 1464 1042 0 0 2506 Pk Hr Factor 0.757 0.908 0.000 0.000 0.851 0.956 0.908 0.000 0.000 0.935Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL 20:45 Total 29,501 DAILY TOTALS 21:00 21:15 TOTAL 23:45 TOTALS 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 21:4522:00 Total 29,501 19:3019:4520:0020:15 19:0019:15 Walnut Grove Ave Bet. I-10 EB Ramps & Christopher Columbus Transcontinental Hwy 21:30 18:0018:1518:3018:45 17:30 17:45 15:1515:3015:4516:00 16:4517:0017:15 Thursday 16:1516:30 14:0014:1514:3014:45 15:00 13:45 12:0012:1512:3012:4513:00 VOLUME Prepared by NDS/ATD 13:1513:30 9/11/2014 DAILY TOTALS PM Period Day:City:Rosemead Date:Project #:CA14_5528_007 NB SB EB WB 1,789 1,640 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 3 3 6 31 18 49 00:15 0 4 4 26 20 4600:30 4 4 8 28 19 4700:45 6 13 2 13 8 26 20 105 19 76 39 18101:00 0 3 3 20 23 4301:15 2 2 4 18 14 3201:30 0 1 1 21 21 4201:45 0 2 0 6 0 8 17 76 14 72 31 14802:00 3 2 5 22 16 38 02:15 0 2 2 13 34 47 02:30 0 2 2 22 33 55 02:45 0 3 2 8 2 11 49 106 33 116 82 22203:00 1 4 5 35 19 54 03:15 0 1 1 17 13 30 03:30 0 0 0 18 25 43 03:45 0 1 1 6 1 7 20 90 15 72 35 16204:00 1 1 2 32 28 60 04:15 2 1 3 33 20 53 04:30 3 1 4 28 25 53 04:45 4 10 0 3 4 13 40 133 31 104 71 23705:00 2 1 3 25 33 58 05:15 6 4 10 42 29 71 05:30 9 3 12 33 64 97 05:45 8 25 3 11 11 36 46 146 42 168 88 31406:00 7 1 8 34 48 82 06:15 8 5 13 35 31 66 06:30 21 5 26 21 34 55 06:45 16 52 12 23 28 75 15 105 34 147 49 25207:00 33 21 54 35 24 59 07:15 38 18 56 42 31 73 07:30 50 64 114 28 19 47 07:45 62 183 67 170 129 353 37 142 41 115 78 25708:00 31 42 73 29 21 50 08:15 51 27 78 17 24 41 08:30 43 17 60 10 20 30 08:45 30 155 33 119 63 274 19 75 16 81 35 156 09:00 37 17 54 8 13 21 09:15 25 14 39 10 13 23 09:30 30 14 44 7 20 27 09:45 20 112 22 67 42 179 11 36 17 63 28 9910:00 16 17 33 10 8 18 10:15 28 11 39 3 4 7 10:30 25 17 42 12 14 26 10:45 11 80 21 66 32 146 4 29 9 35 13 6411:00 16 19 35 9 9 18 11:15 18 17 35 3 11 14 11:30 29 18 47 5 4 9 11:45 28 91 19 73 47 164 2 19 2 26 4 45 TOTALS 727 565 1292 1062 1075 2137 SPLIT %56.3%43.7%37.7%49.7%50.3%62.3% NB SB EB WB 1,789 1,640 0 0 AM Peak Hour 07:30 07:30 07:30 17:15 17:30 17:15 AM Pk Volume 194 200 394 155 185 338 Pk Hr Factor 0.782 0.746 0.764 0.842 0.723 0.871 7 - 9 Volume 338 289 0 0 627 279 272 0 0 551 7 - 9 Peak Hour 07:30 07:30 07:30 17:00 17:00 17:00 7 - 9 Pk Volume 194 200 0 0 394 146 168 0 0 314 Pk Hr Factor 0.782 0.746 0.000 0.000 0.764 0.793 0.656 0.000 0.000 0.809 VOLUME Prepared by NDS/ATD 13:1513:30 12:0012:1512:3012:4513:00 14:30 9/11/2014 14:45 15:00 DAILY TOTALS PM Period 13:45 Thursday 17:30 17:45 15:1515:3015:4516:0016:1516:30 14:00 Delta Ave S/O Garvey Ave 21:3021:4522:00 Total 3,429 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Total 3,429 DAILY TOTALS 21:00 21:15 TOTAL 23:45 TOTALS 20:30 18:0018:1518:3018:4519:00 Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL 20:45 19:15 16:4517:0017:15 14:15 Day:City:Rosemead Date:Project #:CA14_5528_008 NB SB EB WB 0 0 931 1,106 AM Period NB SB EB WB NB SB EB WB 00:00 0 2 2 9 19 28 00:15 4 0 4 8 18 2600:30 2 4 6 15 20 3500:45 2 8 4 10 6 18 10 42 12 69 22 11101:00 0 0 0 17 17 3401:15 0 1 1 7 9 1601:30 0 0 0 12 14 2601:45 1 1 0 1 1 2 9 45 10 50 19 9502:00 0 1 1 14 11 25 02:15 1 0 1 21 13 34 02:30 0 0 0 26 23 49 02:45 0 1 0 1 0 2 12 73 39 86 51 15903:00 3 1 4 9 21 30 03:15 0 0 0 10 16 26 03:30 0 0 0 10 16 26 03:45 1 4 0 1 1 5 13 42 14 67 27 10904:00 0 1 1 16 19 35 04:15 1 1 2 9 18 27 04:30 1 2 3 13 12 25 04:45 0 2 0 4 0 6 15 53 21 70 36 12305:00 0 2 2 18 23 41 05:15 1 2 3 17 16 33 05:30 2 1 3 26 19 45 05:45 3 6 4 9 7 15 28 89 28 86 56 17506:00 3 1 4 22 21 43 06:15 4 7 11 13 17 30 06:30 2 10 12 22 24 46 06:45 7 16 5 23 12 39 15 72 17 79 32 15107:00 7 16 23 18 28 46 07:15 12 12 24 16 18 34 07:30 33 27 60 13 32 45 07:45 63 115 29 84 92 199 10 57 21 99 31 15608:00 31 16 47 15 15 30 08:15 16 30 46 11 9 20 08:30 10 31 41 10 9 19 08:45 13 70 9 86 22 156 7 43 10 43 17 86 09:00 9 22 31 8 8 16 09:15 6 15 21 5 5 10 09:30 11 17 28 9 7 16 09:45 13 39 8 62 21 101 7 29 8 28 15 5710:00 11 16 27 6 7 13 10:15 7 18 25 4 8 12 10:30 12 12 24 7 5 12 10:45 14 44 9 55 23 99 7 24 4 24 11 4811:00 14 13 27 3 2 5 11:15 12 9 21 4 5 9 11:30 9 19 28 1 5 6 11:45 12 47 15 56 27 103 1 9 1 13 2 22 TOTALS 353 392 745 578 714 1292 SPLIT %47.4%52.6%36.6%44.7%55.3%63.4% NB SB EB WB 0 0 931 1,106 AM Peak Hour 07:30 07:45 07:30 17:15 14:30 17:15 AM Pk Volume 143 106 245 93 99 177 Pk Hr Factor 0.567 0.855 0.666 0.830 0.635 0.790 7 - 9 Volume 0 0 185 170 355 0 0 142 156 298 7 - 9 Peak Hour 07:30 07:45 07:30 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 143 106 245 0 0 89 86 175 Pk Hr Factor 0.000 0.000 0.567 0.855 0.666 0.000 0.000 0.795 0.768 0.781 VOLUME Prepared by NDS/ATD 13:1513:30 12:0012:1512:3012:4513:00 14:30 9/11/2014 14:45 15:00 DAILY TOTALS PM Period 13:45 Thursday 17:30 17:45 15:1515:3015:4516:0016:1516:30 14:00 Fern Ave Bet. Delta Ave & Earle Ave 21:3021:4522:00 Total 2,037 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Total 2,037 DAILY TOTALS 21:00 21:15 TOTAL 23:45 TOTALS 20:30 18:0018:1518:3018:4519:00 Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL 20:45 19:15 16:4517:0017:15 14:15 Day:City:Rosemead Date:Project #:CA14_5528_009 NB SB EB WB 20,060 19,427 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 45 58 103 277 278 555 00:15 45 49 94 298 311 60900:30 40 43 83 292 319 61100:45 37 167 32 182 69 349 278 1145 326 1234 604 237901:00 23 27 50 255 286 54101:15 33 22 55 283 320 60301:30 29 20 49 284 302 58601:45 18 103 18 87 36 190 269 1091 298 1206 567 229702:00 20 26 46 304 240 544 02:15 16 14 30 281 312 593 02:30 15 12 27 292 273 565 02:45 11 62 9 61 20 123 314 1191 302 1127 616 231803:00 14 14 28 284 286 570 03:15 18 14 32 327 320 647 03:30 18 7 25 298 306 604 03:45 16 66 11 46 27 112 327 1236 338 1250 665 248604:00 20 11 31 297 326 623 04:15 26 19 45 313 296 609 04:30 25 24 49 350 330 680 04:45 31 102 25 79 56 181 296 1256 306 1258 602 251405:00 36 35 71 369 316 685 05:15 39 31 70 409 348 757 05:30 67 49 116 374 338 712 05:45 77 219 81 196 158 415 394 1546 328 1330 722 287606:00 80 62 142 388 347 735 06:15 120 81 201 381 336 717 06:30 175 103 278 337 306 643 06:45 192 567 169 415 361 982 352 1458 343 1332 695 279007:00 206 200 406 328 296 624 07:15 257 241 498 302 268 570 07:30 340 287 627 263 270 533 07:45 323 1126 391 1119 714 2245 277 1170 271 1105 548 227508:00 251 421 672 266 232 498 08:15 307 364 671 271 252 523 08:30 272 333 605 215 204 419 08:45 347 1177 361 1479 708 2656 218 970 214 902 432 1872 09:00 292 350 642 200 197 397 09:15 269 262 531 200 209 409 09:30 290 283 573 199 192 391 09:45 332 1183 284 1179 616 2362 178 777 170 768 348 154510:00 306 252 558 174 170 344 10:15 271 243 514 169 142 311 10:30 321 298 619 117 143 260 10:45 326 1224 263 1056 589 2280 112 572 106 561 218 113311:00 315 268 583 99 117 216 11:15 337 249 586 86 95 181 11:30 364 283 647 71 79 150 11:45 312 1328 307 1107 619 2435 68 324 57 348 125 672 TOTALS 7324 7006 14330 12736 12421 25157 SPLIT %51.1%48.9%36.3%50.6%49.4%63.7% NB SB EB WB 20,060 19,427 0 0 AM Peak Hour 10:45 07:45 07:30 17:15 17:15 17:15 AM Pk Volume 1342 1509 2684 1565 1361 2926 Pk Hr Factor 0.922 0.896 0.940 0.957 0.978 0.966 7 - 9 Volume 2303 2598 0 0 4901 2802 2588 0 0 5390 7 - 9 Peak Hour 07:30 07:45 07:30 17:00 17:00 17:00 7 - 9 Pk Volume 1221 1509 0 0 2684 1546 1330 0 0 2876 Pk Hr Factor 0.898 0.896 0.000 0.000 0.940 0.945 0.955 0.000 0.000 0.950Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL 20:45 Total 39,487 DAILY TOTALS 21:00 21:15 TOTAL 23:45 TOTALS 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 21:4522:00 Total 39,487 19:3019:4520:0020:15 19:0019:15 San Gabriel Blvd Bet. I-10 WB Ramps & Christopher Columbus Transcontinental Hwy 21:30 18:0018:1518:3018:45 17:30 17:45 15:1515:3015:4516:00 16:4517:0017:15 Thursday 16:1516:30 14:0014:1514:3014:45 15:00 13:45 12:0012:1512:3012:4513:00 VOLUME Prepared by NDS/ATD 13:1513:30 9/11/2014 DAILY TOTALS PM Period APPENDIX B ICU Intersection Level of Service Computation Reports EXISTING (2017) AM/PM PEAK HOUR INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 3. San Gabriel Blvd (N/S) and Hellman Ave (E/W) CONDITION: Existing Peak Hrs (2017)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 63 82 0.04 * 0.05 NT 2 3200 1049 1282 0.33 0.40 * NR 1 1600 23 38 0.01 0.02 SL 1 1600 81 83 0.05 0.05 * ST 2 3200 1101 1217 0.34 * 0.38 SR(d)1 1600 154 133 0.10 0.08 EL 1 1600 130 125 0.08 * 0.08 * ET 1 1600 163 182 0.16 0.17 ER 0 0 94 93 0.06 0.06 WL 1 1600 41 31 0.03 0.02 WT 1 1600 192 112 0.18 * 0.12 * WR 0 0 100 80 0.06 0.05 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.74 0.75 LOS CC NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d)- Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 4. San Gabriel Blvd (N/S) and Garvey Ave (E/W) CONDITION: Existing Peak Hrs (2017)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 76 126 0.05 0.08 NT 2 3200 675 945 0.21 * 0.30 * NR 1 1600 159 176 0.10 0.11 SL 1 1600 215 257 0.13 * 0.16 * ST 2 3200 863 875 0.27 0.27 SR 1 1600 145 175 0.09 0.11 EL 1 1600 192 235 0.12 * 0.15 ET 2 3200 670 849 0.21 0.27 * ER 1 1600 71 95 0.04 0.06 WL 1 1600 159 171 0.10 0.11 * WT 2 3200 796 684 0.25 * 0.21 WR 1 1600 218 202 0.14 0.13 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.81 0.94 LOS DE NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 5. Delta Ave (N/S) and Garvey Ave (E/W) CONDITION: Existing Peak Hrs (2017)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 0 0 161 131 0.10 0.08 NT 1 1600 2 2 0.13 * 0.10 * NR 0 0 38 20 0.02 0.01 SL 0 0 1 4 0.00 * 0.00 * ST 1 1600 2 2 0.00 0.01 SR 0 0 3 5 0.00 0.00 EL 1 1600 6 11 0.00 * 0.01 ET 2 3200 911 1100 0.28 0.34 * ER(d) 1 1600 181 150 0.11 0.09 WL 1 1600 22 24 0.01 0.02 * WT 2 3200 1007 950 0.31 * 0.30 WR 0 0 0 2 0.00 0.00 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.54 0.56 LOS AA NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d) - Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 7. Walnut Grove Ave (N/S) and Hellman Ave (E/W) CONDITION: Existing Peak Hrs (2017)DATE:05-May-17 NOTE: Split Phasing on E-W Approaches INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 1 1600 162 107 0.10 * 0.07 NT 2 3200 479 984 0.15 0.32 * NR 0 0 13 24 0.01 0.02 SL 1 1600 104 134 0.07 0.08 * ST 2 3200 785 711 0.29 * 0.27 SR 0 0 138 146 0.09 0.09 EL 0 0 223 320 0.14 0.20 ET 1 1600 52 89 0.17 * 0.26 * ER 1 1600 130 110 0.08 0.07 WL 0 0 10 4 0.01 0.00 WT 1 1600 81 47 0.06 * 0.03 * WR 1 1600 252 239 0.16 0.15 CLEARANCE 0.10 0.10 CRITICAL RIGHT 0.03 0.04 ICU 0.75 0.83 LOS CD NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 8. I-10 EB Ramp (N/S) and Hellman Ave (E/W) CONDITION: Existing Peak Hrs (2017)DATE:05-May-17 NOTE: Split Phasing on E-W Approaches INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 0 0 0 0 0.00 * 0.00 * NT 0 0 0 0 0.00 0.00 NR 0 0 0 0 0.00 0.00 SL 0 0 259 298 0.16 0.19 ST 1 1600 0 0 0.17 * 0.19 * SR 0 0 6 8 0.00 0.01 EL 0 0 67 39 0.04 0.02 ET 1 1600 164 226 0.14 * 0.17 * ER 0 0 0 0 0.00 0.00 WL 0 0 0 0 0.00 0.00 WT 1 1600 239 189 0.24 * 0.19 * WR 0 0 146 110 0.09 0.07 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.65 0.65 LOS BB NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 9. Walnut Grove Ave (N/S) and Garvey Ave (E/W) CONDITION: Existing Peak Hrs (2017)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 118 108 0.07 * 0.07 NT 2 3200 381 797 0.15 0.30 * NR 0 0 88 161 0.06 0.10 SL 1 1600 204 172 0.13 0.11 * ST 2 3200 655 590 0.24 * 0.21 SR 0 0 121 90 0.08 0.06 EL 1 1600 110 145 0.07 * 0.09 * ET 2 3200 760 803 0.24 0.25 ER(d)1 1600 57 98 0.04 0.06 WL 1 1600 130 112 0.08 0.07 WT 2 3200 839 801 0.26 * 0.25 * WR(d)1 1600 104 194 0.07 0.12 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.74 0.85 LOS CD NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d)- Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 10. Walnut Grove Ave (N/S) and Fern Ave (E/W) CONDITION: Existing Peak Hrs (2017)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 1 1600 24 48 0.02 * 0.03 NT 2 3200 392 989 0.12 0.31 * NR(d) 1 1600 10 34 0.01 0.02 SL 1 1600 25 57 0.02 0.04 * ST 2 3200 733 637 0.25 * 0.22 SR 0 0 67 82 0.04 0.05 EL 0 0 91 24 0.06 * 0.02 * ET 1 1600 52 36 0.12 0.06 ER 0 0 47 42 0.03 0.03 WL 0 0 12 21 0.01 0.01 WT 1 1600 61 34 0.09 * 0.08 * WR 0 0 67 74 0.04 0.05 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.52 0.55 LOS AA NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d) - Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing.xls]Int. 10 EXISTING (2017) WITH PROJECT AM/PM PEAK HOUR INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 3. San Gabriel Blvd (N/S) and Hellman Ave (E/W) CONDITION: Existing (2017) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 63 82 0.04 * 0.05 NT 2 3200 1055 1288 0.33 0.40 * NR 1 1600 23 38 0.01 0.02 SL 1 1600 81 83 0.05 0.05 * ST 2 3200 1105 1225 0.35 * 0.38 SR(d)1 1600 154 133 0.10 0.08 EL 1 1600 130 125 0.08 * 0.08 * ET 1 1600 163 182 0.16 0.17 ER 0 0 94 93 0.06 0.06 WL 1 1600 41 31 0.03 0.02 WT 1 1600 192 112 0.18 * 0.12 * WR 0 0 100 80 0.06 0.05 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.75 0.75 LOS CC NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d)- Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing + Project .xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 4. San Gabriel Blvd (N/S) and Garvey Ave (E/W) CONDITION: Existing (2017) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 76 126 0.05 0.08 NT 2 3200 675 945 0.21 * 0.30 * NR 1 1600 162 182 0.10 0.11 SL 1 1600 219 265 0.14 * 0.17 * ST 2 3200 863 875 0.27 0.27 SR 1 1600 145 175 0.09 0.11 EL 1 1600 192 235 0.12 * 0.15 ET 2 3200 674 857 0.21 0.27 * ER 1 1600 71 95 0.04 0.06 WL 1 1600 163 175 0.10 0.11 * WT 2 3200 802 689 0.25 * 0.22 WR 1 1600 224 208 0.14 0.13 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.82 0.95 LOS DE NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing + Project .xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 5. Delta Ave (N/S) and Garvey Ave (E/W) CONDITION: Existing (2017) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 0 0 161 131 0.10 0.08 NT 1 1600 2 2 0.13 * 0.10 * NR 0 0 39 22 0.02 0.01 SL 0 0 1 4 0.00 * 0.00 * ST 1 1600 2 2 0.00 0.01 SR 0 0 3 5 0.00 0.00 EL 1 1600 6 11 0.00 * 0.01 ET 2 3200 922 1122 0.29 0.35 * ER(d) 1 1600 181 150 0.11 0.09 WL 1 1600 23 25 0.01 0.02 * WT 2 3200 1023 965 0.32 * 0.30 WR 0 0 0 2 0.00 0.00 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.55 0.57 LOS AA NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d) - Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing + Project .xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 7. Walnut Grove Ave (N/S) and Hellman Ave (E/W) CONDITION: Existing (2017) with Project Peak Hrs DATE:05-May-17 NOTE: Split Phasing on E-W Approaches INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 1 1600 165 110 0.10 * 0.07 NT 2 3200 480 985 0.15 0.32 * NR 0 0 13 24 0.01 0.02 SL 1 1600 104 134 0.07 0.08 * ST 2 3200 788 717 0.29 * 0.27 SR 0 0 138 146 0.09 0.09 EL 0 0 223 320 0.14 -0.20 - ET 1 1600 52 89 0.17 * 0.26 * ER 1 1600 130 110 0.08 0.07 WL 0 0 10 4 0.01 0.00 WT 1 1600 81 47 0.06 * 0.03 * WR 1 1600 252 239 0.16 0.15 CLEARANCE 0.10 0.10 CRITICAL RIGHT 0.03 0.04 ICU 0.75 0.83 LOS CD NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing + Project .xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 8. I-10 EB Ramp (N/S) and Hellman Ave (E/W) CONDITION: Existing (2017) with Project Peak Hrs DATE:05-May-17 NOTE: Split Phasing on E-W Approaches INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 0 0 0 0 0.00 * 0.00 * NT 0 0 0 0 0.00 0.00 NR 0 0 0 0 0.00 0.00 SL 0 0 259 298 0.16 0.19 ST 1 1600 0 0 0.17 * 0.19 * SR 0 0 6 8 0.00 0.01 EL 0 0 67 39 0.04 -0.02 - ET 1 1600 164 226 0.14 * 0.17 * ER 0 0 0 0 0.00 0.00 WL 0 0 0 0 0.00 0.00 WT 1 1600 239 189 0.24 * 0.19 * WR 0 0 149 113 0.09 0.07 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.65 0.65 LOS BB NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing + Project .xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 9. Walnut Grove Ave (N/S) and Garvey Ave (E/W) CONDITION: Existing (2017) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 119 109 0.07 * 0.07 NT 2 3200 381 797 0.15 0.30 * NR 0 0 88 161 0.06 0.10 SL 1 1600 204 172 0.13 0.11 * ST 2 3200 655 590 0.24 * 0.21 SR 0 0 124 96 0.08 0.06 EL 1 1600 114 149 0.07 * 0.09 * ET 2 3200 766 809 0.24 0.25 ER(d)1 1600 58 99 0.04 0.06 WL 1 1600 130 112 0.08 0.07 WT 2 3200 843 809 0.26 * 0.25 * WR(d)1 1600 104 194 0.07 0.12 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.74 0.85 LOS CD NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d)- Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing + Project .xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 10. Walnut Grove Ave (N/S) and Fern Ave (E/W) CONDITION: Existing (2017) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 1 1600 24 48 0.02 * 0.03 NT 2 3200 393 990 0.12 0.31 * NR(d) 1 1600 10 34 0.01 0.02 SL 1 1600 25 57 0.02 0.04 * ST 2 3200 734 638 0.25 * 0.23 SR 0 0 67 82 0.04 0.05 EL 0 0 91 24 0.06 * 0.02 * ET 1 1600 52 36 0.12 0.06 ER 0 0 47 42 0.03 0.03 WL 0 0 12 21 0.01 0.01 WT 1 1600 61 34 0.09 * 0.08 * WR 0 0 67 74 0.04 0.05 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.52 0.55 LOS AA NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d) - Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Existing + Project .xls]Int. 10 BASELINE 2019 AM/PM PEAK HOUR INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 3. San Gabriel Blvd (N/S) and Hellman Ave (E/W) CONDITION: Baseline Peak Hrs (2019)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 64 84 0.04 * 0.05 NT 2 3200 1096 1335 0.34 0.42 * NR 1 1600 24 39 0.02 0.02 SL 1 1600 83 85 0.05 0.05 * ST 2 3200 1145 1276 0.36 * 0.40 SR(d)1 1600 157 136 0.10 0.09 EL 1 1600 133 128 0.08 * 0.08 * ET 1 1600 167 186 0.16 0.18 ER 0 0 96 95 0.06 0.06 WL 1 1600 42 32 0.03 0.02 WT 1 1600 196 115 0.19 * 0.12 * WR 0 0 102 82 0.06 0.05 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.77 0.77 LOS CC NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d)- Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 4. San Gabriel Blvd (N/S) and Garvey Ave (E/W) CONDITION: Baseline Peak Hrs (2019)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 78 129 0.05 0.08 NT 2 3200 690 966 0.22 * 0.30 * NR 1 1600 168 190 0.11 0.12 SL 1 1600 225 275 0.14 * 0.17 * ST 2 3200 883 895 0.28 0.28 SR 1 1600 162 198 0.10 0.12 EL 1 1600 212 253 0.13 * 0.16 * ET 2 3200 703 890 0.22 0.28 ER 1 1600 73 97 0.05 0.06 WL 1 1600 170 183 0.11 0.11 WT 2 3200 832 724 0.26 * 0.23 * WR 1 1600 230 218 0.14 0.14 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.85 0.96 LOS DE NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 4. San Gabriel Blvd (N/S) and Garvey Ave (E/W) CONDITION: Baseline Peak Hrs (2019) w/ Future CIP Imps DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 78 129 0.05 0.08 NT 2 3200 690 966 0.22 * 0.30 * NR 1 1600 168 190 0.11 0.12 SL 1 1600 225 275 0.14 * 0.17 * ST 2 3200 883 895 0.28 0.28 SR 1 1600 162 198 0.10 0.12 EL 1 1600 212 253 0.13 * 0.16 * ET 3 4800 703 890 0.16 0.21 ER 0 0 73 97 0.05 0.06 WL 1 1600 170 183 0.11 0.11 WT 3 4800 832 724 0.22 * 0.20 * WR 0 0 230 218 0.14 0.14 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.81 0.93 LOS DE NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 5. Delta Ave (N/S) and Garvey Ave (E/W) CONDITION: Baseline Peak Hrs (2019)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 0 0 177 150 0.11 0.09 NT 1 1600 2 2 0.14 * 0.11 * NR 0 0 47 31 0.03 0.02 SL 0 0 1 4 0.00 * 0.00 * ST 1 1600 2 2 0.00 0.01 SR 0 0 3 5 0.00 0.00 EL 1 1600 6 11 0.00 * 0.01 ET 2 3200 950 1152 0.30 0.36 * ER(d) 1 1600 195 170 0.12 0.11 WL 1 1600 29 37 0.02 0.02 * WT 2 3200 1050 1000 0.33 * 0.31 WR 0 0 0 2 0.00 0.00 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.57 0.59 LOS AA NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d) - Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 7. Walnut Grove Ave (N/S) and Hellman Ave (E/W) CONDITION: Baseline Peak Hrs (2019)DATE:05-May-17 NOTE: Split Phasing on E-W Approaches INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 1 1600 168 112 0.11 * 0.07 NT 2 3200 497 1014 0.16 0.32 * NR 0 0 13 25 0.01 0.02 SL 1 1600 106 137 0.07 0.09 * ST 2 3200 807 735 0.30 * 0.28 SR 0 0 142 152 0.09 0.10 EL 0 0 228 327 0.14 0.20 ET 1 1600 53 91 0.18 * 0.26 * ER 1 1600 134 115 0.08 0.07 WL 0 0 10 4 0.01 0.00 WT 1 1600 83 48 0.06 * 0.03 * WR 1 1600 258 244 0.16 0.15 CLEARANCE 0.10 0.10 CRITICAL RIGHT 0.03 0.03 ICU 0.78 0.83 LOS CD NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 8. I-10 EB Ramp (N/S) and Hellman Ave (E/W) CONDITION: Baseline Peak Hrs (2019)DATE:05-May-17 NOTE: Split Phasing on E-W Approaches INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 0 0 0 0 0.00 * 0.00 * NT 0 0 0 0 0.00 0.00 NR 0 0 0 0 0.00 0.00 SL 0 0 266 308 0.17 0.19 ST 1 1600 0 0 0.17 * 0.20 * SR 0 0 6 8 0.00 0.01 EL 0 0 70 43 0.04 0.03 ET 1 1600 168 231 0.15 * 0.17 * ER 0 0 0 0 0.00 0.00 WL 0 0 0 0 0.00 0.00 WT 1 1600 245 196 0.25 * 0.19 * WR 0 0 151 115 0.09 0.07 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.67 0.66 LOS BB NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 9. Walnut Grove Ave (N/S) and Garvey Ave (E/W) CONDITION: Baseline Peak Hrs (2019)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 122 113 0.08 * 0.07 NT 2 3200 390 815 0.15 0.31 * NR 0 0 91 168 0.06 0.11 SL 1 1600 211 182 0.13 0.11 * ST 2 3200 670 603 0.25 * 0.22 SR 0 0 128 100 0.08 0.06 EL 1 1600 117 155 0.07 * 0.10 * ET 2 3200 797 847 0.25 0.26 ER(d)1 1600 60 102 0.04 0.06 WL 1 1600 135 117 0.08 0.07 WT 2 3200 877 849 0.27 * 0.27 * WR(d)1 1600 110 202 0.07 0.13 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.77 0.89 LOS CD NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d)- Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 10. Walnut Grove Ave (N/S) and Fern Ave (E/W) CONDITION: Baseline Peak Hrs (2019)DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 1 1600 25 49 0.02 * 0.03 NT 2 3200 404 1017 0.13 0.32 * NR(d) 1 1600 10 35 0.01 0.02 SL 1 1600 26 58 0.02 0.04 * ST 2 3200 754 655 0.26 * 0.23 SR 0 0 69 84 0.04 0.05 EL 0 0 93 25 0.06 * 0.02 * ET 1 1600 53 37 0.12 0.07 ER 0 0 48 43 0.03 0.03 WL 0 0 12 21 0.01 0.01 WT 1 1600 62 35 0.09 * 0.08 * WR 0 0 69 76 0.04 0.05 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.53 0.56 LOS AA NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d) - Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline.xls]Int. 10 BASELINE 2019 WITH PROJECT AM/PM PEAK HOUR INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 3. San Gabriel Blvd (N/S) and Hellman Ave (E/W) CONDITION: Baseline (2019) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 64 84 0.04 * 0.05 NT 2 3200 1102 1341 0.34 0.42 * NR 1 1600 24 39 0.02 0.02 SL 1 1600 83 85 0.05 0.05 * ST 2 3200 1149 1284 0.36 * 0.40 SR(d)1 1600 157 136 0.10 0.09 EL 1 1600 133 128 0.08 * 0.08 * ET 1 1600 167 186 0.16 0.18 ER 0 0 96 95 0.06 0.06 WL 1 1600 42 32 0.03 0.02 WT 1 1600 196 115 0.19 * 0.12 * WR 0 0 102 82 0.06 0.05 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.77 0.77 LOS CC NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d)- Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline + Project.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 4. San Gabriel Blvd (N/S) and Garvey Ave (E/W) CONDITION: Baseline (2019) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 78 129 0.05 0.08 NT 2 3200 690 966 0.22 * 0.30 * NR 1 1600 171 196 0.11 0.12 SL 1 1600 229 283 0.14 * 0.18 * ST 2 3200 883 895 0.28 0.28 SR 1 1600 162 198 0.10 0.12 EL 1 1600 212 253 0.13 * 0.16 ET 2 3200 707 898 0.22 0.28 * ER 1 1600 73 97 0.05 0.06 WL 1 1600 174 187 0.11 0.12 * WT 2 3200 838 729 0.26 * 0.23 WR 1 1600 236 224 0.15 0.14 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.85 0.98 LOS DE NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline + Project.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 4. San Gabriel Blvd (N/S) and Garvey Ave (E/W) CONDITION: Baseline (2019) with Project Peak Hrs - CIP Imps DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 78 129 0.05 0.08 NT 2 3200 690 966 0.22 * 0.30 * NR 1 1600 171 196 0.11 0.12 SL 1 1600 229 283 0.14 * 0.18 * ST 2 3200 883 895 0.28 0.28 SR 1 1600 162 198 0.10 0.12 EL 1 1600 212 253 0.13 * 0.16 * ET 3 4800 707 898 0.16 0.21 ER 0 0 73 97 0.05 0.06 WL 1 1600 174 187 0.11 0.12 WT 3 4800 838 729 0.22 * 0.20 * WR 0 0 236 224 0.15 0.14 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.81 0.94 LOS DE NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline + Project.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 5. Delta Ave (N/S) and Garvey Ave (E/W) CONDITION: Baseline (2019) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 0 0 177 150 0.11 0.09 NT 1 1600 2 2 0.14 * 0.12 * NR 0 0 48 33 0.03 0.02 SL 0 0 1 4 0.00 * 0.00 * ST 1 1600 2 2 0.00 0.01 SR 0 0 3 5 0.00 0.00 EL 1 1600 6 11 0.00 * 0.01 ET 2 3200 961 1174 0.30 0.37 * ER(d) 1 1600 195 170 0.12 0.11 WL 1 1600 30 38 0.02 0.02 * WT 2 3200 1066 1015 0.33 * 0.32 WR 0 0 0 2 0.00 0.00 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.57 0.61 LOS AB NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d) - Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline + Project.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 7. Walnut Grove Ave (N/S) and Hellman Ave (E/W) CONDITION: Baseline (2019) with Project Peak Hrs DATE:05-May-17 NOTE: Split Phasing on E-W Approaches INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 1 1600 171 115 0.11 * 0.07 NT 2 3200 498 1015 0.16 0.33 * NR 0 0 13 25 0.01 0.02 SL 1 1600 106 137 0.07 0.09 * ST 2 3200 810 741 0.30 * 0.28 SR 0 0 142 152 0.09 0.10 EL 0 0 228 327 0.14 -0.20 - ET 1 1600 53 91 0.18 * 0.26 * ER 1 1600 134 115 0.08 0.07 WL 0 0 10 4 0.01 0.00 WT 1 1600 83 48 0.06 * 0.03 * WR 1 1600 258 244 0.16 0.15 CLEARANCE 0.10 0.10 CRITICAL RIGHT 0.03 0.03 ICU 0.78 0.84 LOS CD NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline + Project.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 8. I-10 EB Ramp (N/S) and Hellman Ave (E/W) CONDITION: Baseline (2019) with Project Peak Hrs DATE:05-May-17 NOTE: Split Phasing on E-W Approaches INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 0 0 0 0 0.00 * 0.00 * NT 0 0 0 0 0.00 0.00 NR 0 0 0 0 0.00 0.00 SL 0 0 308 266 0.19 0.17 ST 1 1600 0 0 0.20 * 0.17 * SR 0 0 8 6 0.01 0.00 EL 0 0 43 70 0.03 -0.04 - ET 1 1600 231 168 0.17 * 0.15 * ER 0 0 0 0 0.00 0.00 WL 0 0 0 0 0.00 0.00 WT 1 1600 196 245 0.20 * 0.25 * WR 0 0 118 154 0.07 0.10 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.67 0.67 LOS BB NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline + Project.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 9. Walnut Grove Ave (N/S) and Garvey Ave (E/W) CONDITION: Baseline (2019) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C)AM PM AM PM NL 1 1600 123 114 0.08 * 0.07 NT 2 3200 390 815 0.15 0.31 * NR 0 0 91 168 0.06 0.11 SL 1 1600 211 182 0.13 0.11 * ST 2 3200 670 603 0.25 * 0.22 SR 0 0 131 106 0.08 0.07 EL 1 1600 121 159 0.08 * 0.10 * ET 2 3200 803 853 0.25 0.27 ER(d)1 1600 61 103 0.04 0.06 WL 1 1600 135 117 0.08 0.07 WT 2 3200 881 857 0.28 * 0.27 * WR(d)1 1600 110 202 0.07 0.13 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.79 0.89 LOS CD NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d)- Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline + Project.xls]Int. 10 INTERSECTION CAPACITY UTILIZATION CALCULATION WORKSHEET INTERSECTION: 10. Walnut Grove Ave (N/S) and Fern Ave (E/W) CONDITION: Baseline (2019) with Project Peak Hrs DATE:05-May-17 INTERSECTION CAPACITY UTILIZATION (ICU) ANALYSIS MOVEMENT LANES SAT. CAPACITY VOLUME V/C (C) AM PM AM PM NL 1 1600 25 49 0.02 * 0.03 NT 2 3200 405 1018 0.13 0.32 * NR(d) 1 1600 10 35 0.01 0.02 SL 1 1600 26 58 0.02 0.04 * ST 2 3200 755 656 0.26 * 0.23 SR 0 0 69 84 0.04 0.05 EL 0 0 93 25 0.06 * 0.02 * ET 1 1600 53 37 0.12 0.07 ER 0 0 48 43 0.03 0.03 WL 0 0 12 21 0.01 0.01 WT 1 1600 62 35 0.09 * 0.08 * WR 0 0 69 76 0.04 0.05 CLEARANCE 0.10 0.10 CRITICAL RIGHT -- ICU 0.53 0.56 LOS AA NOTE: ICU is the sum of critical movements denoted by an asterisk (*) plus critical right-turn value if any. (d) - Defacto Lane V:\2073\active\2073010960\analysis\models\ICU Spreadsheet\[AM.PM - Baseline + Project.xls]Int. 10 APPENDIX C Traffix HCM Level of Service Analysis Reports EXISTING (2017) AM/PM PEAK HOUR AM Peak Thu Apr 13, 2017 13:57:56 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 1.7 Worst Case Level Of Service: C[ 17.3] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1388 0 0 0 155 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: 0 0 0 0 1388 0 0 0 155 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: 0 0 0 0 1388 0 0 0 155 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1388 0 0 0 155 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 694 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 446 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 446 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.35 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.5 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 17.3 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 17.3 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:00:32 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 3.9 Worst Case Level Of Service: C[ 18.7] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1094 0 0 0 283 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: 0 0 0 0 1094 0 0 0 283 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: 0 0 0 0 1094 0 0 0 283 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1094 0 0 0 283 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 547 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 541 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 541 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.52 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 3.0 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 18.7 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 18.7 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:01:49 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 2.1 Worst Case Level Of Service: C[ 15.2] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1119 0 0 0 0 0 0 0 0 0 182 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: 0 1119 0 0 0 0 0 0 0 0 0 182 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: 0 1119 0 0 0 0 0 0 0 0 0 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1119 0 0 0 0 0 0 0 0 0 182 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 560 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 532 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 532 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.34 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.5 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 15.2 LOS by Move: * * * * * * * * * * * C 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 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 xxxxxx xxxxxx 15.2 ApproachLOS: * * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:08:41 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 4.5 Worst Case Level Of Service: D[ 26.8] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1403 0 0 0 0 0 0 0 0 0 285 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 1403 0 0 0 0 0 0 0 0 0 285 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 1403 0 0 0 0 0 0 0 0 0 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1403 0 0 0 0 0 0 0 0 0 285 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 702 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 442 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 442 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.65 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 4.4 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 26.8 LOS by Move: * * * * * * * * * * * D 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 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 xxxxxx xxxxxx 26.8 ApproachLOS: * * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:13:32 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 1.5 Worst Case Level Of Service: B[ 14.8] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1203 0 0 0 137 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: 0 0 0 0 1203 0 0 0 137 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: 0 0 0 0 1203 0 0 0 137 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1203 0 0 0 137 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 602 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 504 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 504 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.27 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.1 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 14.8 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * 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 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 xxxxxx 14.8 xxxxxx ApproachLOS: * * B * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:16:08 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 2.8 Worst Case Level Of Service: C[ 17.9] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1215 0 0 0 224 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: 0 0 0 0 1215 0 0 0 224 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: 0 0 0 0 1215 0 0 0 224 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1215 0 0 0 224 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 608 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 500 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 500 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.45 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 2.3 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 17.9 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 17.9 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:20:07 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 3.3 Worst Case Level Of Service: C[ 16.3] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1014 0 0 0 0 0 0 0 0 0 254 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 1014 0 0 0 0 0 0 0 0 0 254 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 1014 0 0 0 0 0 0 0 0 0 254 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1014 0 0 0 0 0 0 0 0 0 254 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 507 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 570 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 570 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.45 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 2.3 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 16.3 LOS by Move: * * * * * * * * * * * C 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 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 xxxxxx xxxxxx 16.3 ApproachLOS: * * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:21:24 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 8.4 Worst Case Level Of Service: D[ 35.0] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1235 0 0 0 0 0 0 0 0 0 392 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 1235 0 0 0 0 0 0 0 0 0 392 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 1235 0 0 0 0 0 0 0 0 0 392 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1235 0 0 0 0 0 0 0 0 0 392 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 618 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 493 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 493 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.79 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 7.3 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 35.0 LOS by Move: * * * * * * * * * * * D 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 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 xxxxxx xxxxxx 35.0 ApproachLOS: * * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 13:11:48 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Average Delay (sec/veh): 15.8 Worst Case Level Of Service: F[121.5] ******************************************************************************** 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: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 116 934 0 0 989 205 103 0 218 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: 116 934 0 0 989 205 103 0 218 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: 116 934 0 0 989 205 103 0 218 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 116 934 0 0 989 205 103 0 218 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1194 xxxx xxxxx xxxx xxxx xxxxx 1688 xxxx 495 xxxx xxxx xxxxx Potent Cap.: 592 xxxx xxxxx xxxx xxxx xxxxx 86 xxxx 526 xxxx xxxx xxxxx Move Cap.: 592 xxxx xxxxx xxxx xxxx xxxxx 73 xxxx 526 xxxx xxxx xxxxx Volume/Cap: 0.20 xxxx xxxx xxxx xxxx xxxx 1.40 xxxx 0.41 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.7 xxxx xxxxx xxxx xxxx xxxxx 8.3 xxxx 2.0 xxxx xxxx xxxxx Control Del: 12.6 xxxx xxxxx xxxxx xxxx xxxxx 343.5 xxxx 16.6 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * C * * * 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 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 xxxxxx 121.5 xxxxxx ApproachLOS: * * F * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 13:32:49 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Average Delay (sec/veh): 27.3 Worst Case Level Of Service: F[214.4] ******************************************************************************** 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: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 235 1305 0 0 869 202 90 0 274 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: 235 1305 0 0 869 202 90 0 274 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: 235 1305 0 0 869 202 90 0 274 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 235 1305 0 0 869 202 90 0 274 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1071 xxxx xxxxx xxxx xxxx xxxxx 1992 xxxx 435 xxxx xxxx xxxxx Potent Cap.: 658 xxxx xxxxx xxxx xxxx xxxxx 54 xxxx 575 xxxx xxxx xxxxx Move Cap.: 658 xxxx xxxxx xxxx xxxx xxxxx 39 xxxx 575 xxxx xxxx xxxxx Volume/Cap: 0.36 xxxx xxxx xxxx xxxx xxxx 2.30 xxxx 0.48 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 1.6 xxxx xxxxx xxxx xxxx xxxxx 9.8 xxxx 2.6 xxxx xxxx xxxxx Control Del: 13.5 xxxx xxxxx xxxxx xxxx xxxxx 815.9 xxxx 16.8 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * C * * * 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 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 xxxxxx 214.4 xxxxxx ApproachLOS: * * F * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE EXISTING (2017) WITH PROJECT AM/PM PEAK HOUR AM Peak Fri May 5, 2017 11:07:09 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 1.7 Worst Case Level Of Service: C[ 17.3] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1390 0 0 0 155 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: 0 0 0 0 1390 0 0 0 155 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: 0 0 0 0 1390 0 0 0 155 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1390 0 0 0 155 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 695 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 446 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 446 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.35 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.5 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 17.3 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 17.3 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:08:25 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 3.9 Worst Case Level Of Service: C[ 18.8] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1098 0 0 0 283 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: 0 0 0 0 1098 0 0 0 283 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: 0 0 0 0 1098 0 0 0 283 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1098 0 0 0 283 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 549 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 539 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 539 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.52 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 3.0 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 18.8 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 18.8 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:09:12 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 2.1 Worst Case Level Of Service: C[ 15.3] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1122 0 0 0 0 0 0 0 0 0 182 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: 0 1122 0 0 0 0 0 0 0 0 0 182 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: 0 1122 0 0 0 0 0 0 0 0 0 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1122 0 0 0 0 0 0 0 0 0 182 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 561 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 531 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 531 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.34 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.5 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 15.3 LOS by Move: * * * * * * * * * * * C 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 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 xxxxxx xxxxxx 15.3 ApproachLOS: * * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:10:05 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 4.5 Worst Case Level Of Service: D[ 26.9] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1406 0 0 0 0 0 0 0 0 0 285 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 1406 0 0 0 0 0 0 0 0 0 285 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 1406 0 0 0 0 0 0 0 0 0 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1406 0 0 0 0 0 0 0 0 0 285 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 703 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 441 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 441 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.65 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 4.5 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 26.9 LOS by Move: * * * * * * * * * * * D 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 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 xxxxxx xxxxxx 26.9 ApproachLOS: * * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:10:53 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 1.5 Worst Case Level Of Service: B[ 14.9] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1205 0 0 0 139 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: 0 0 0 0 1205 0 0 0 139 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: 0 0 0 0 1205 0 0 0 139 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1205 0 0 0 139 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 603 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 503 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 503 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.28 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.1 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 14.9 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * 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 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 xxxxxx 14.9 xxxxxx ApproachLOS: * * B * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:11:24 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 2.9 Worst Case Level Of Service: C[ 18.2] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 1 Sep 1997 << Base Vol: 0 0 0 0 1219 0 0 0 228 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: 0 0 0 0 1219 0 0 0 228 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: 0 0 0 0 1219 0 0 0 228 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1219 0 0 0 228 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 610 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 498 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 498 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.46 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 2.4 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 18.2 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 18.2 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:12:20 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 3.3 Worst Case Level Of Service: C[ 16.4] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1020 0 0 0 0 0 0 0 0 0 254 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 1020 0 0 0 0 0 0 0 0 0 254 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 1020 0 0 0 0 0 0 0 0 0 254 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1020 0 0 0 0 0 0 0 0 0 254 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 510 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 567 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 567 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.45 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 2.3 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 16.4 LOS by Move: * * * * * * * * * * * C 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 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 xxxxxx xxxxxx 16.4 ApproachLOS: * * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:13:13 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 8.5 Worst Case Level Of Service: E[ 35.4] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1241 0 0 0 0 0 0 0 0 0 392 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 1241 0 0 0 0 0 0 0 0 0 392 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 1241 0 0 0 0 0 0 0 0 0 392 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1241 0 0 0 0 0 0 0 0 0 392 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 621 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 491 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 491 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.80 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 7.4 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 35.4 LOS by Move: * * * * * * * * * * * E 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 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 xxxxxx xxxxxx 35.4 ApproachLOS: * * * E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:13:55 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Average Delay (sec/veh): 15.8 Worst Case Level Of Service: F[121.4] ******************************************************************************** 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: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 116 935 0 0 990 205 103 0 220 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: 116 935 0 0 990 205 103 0 220 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: 116 935 0 0 990 205 103 0 220 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 116 935 0 0 990 205 103 0 220 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1195 xxxx xxxxx xxxx xxxx xxxxx 1690 xxxx 495 xxxx xxxx xxxxx Potent Cap.: 591 xxxx xxxxx xxxx xxxx xxxxx 86 xxxx 525 xxxx xxxx xxxxx Move Cap.: 591 xxxx xxxxx xxxx xxxx xxxxx 73 xxxx 525 xxxx xxxx xxxxx Volume/Cap: 0.20 xxxx xxxx xxxx xxxx xxxx 1.41 xxxx 0.42 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.7 xxxx xxxxx xxxx xxxx xxxxx 8.4 xxxx 2.1 xxxx xxxx xxxxx Control Del: 12.6 xxxx xxxxx xxxxx xxxx xxxxx 345.2 xxxx 16.7 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * C * * * 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 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 xxxxxx 121.4 xxxxxx ApproachLOS: * * F * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:14:36 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Average Delay (sec/veh): 27.4 Worst Case Level Of Service: F[213.7] ******************************************************************************** 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: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 235 1306 0 0 871 202 90 0 278 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: 235 1306 0 0 871 202 90 0 278 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: 235 1306 0 0 871 202 90 0 278 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 235 1306 0 0 871 202 90 0 278 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1073 xxxx xxxxx xxxx xxxx xxxxx 1994 xxxx 436 xxxx xxxx xxxxx Potent Cap.: 657 xxxx xxxxx xxxx xxxx xxxxx 54 xxxx 574 xxxx xxxx xxxxx Move Cap.: 657 xxxx xxxxx xxxx xxxx xxxxx 39 xxxx 574 xxxx xxxx xxxxx Volume/Cap: 0.36 xxxx xxxx xxxx xxxx xxxx 2.31 xxxx 0.48 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 1.6 xxxx xxxxx xxxx xxxx xxxxx 9.8 xxxx 2.6 xxxx xxxx xxxxx Control Del: 13.5 xxxx xxxxx xxxxx xxxx xxxxx 821.3 xxxx 17.0 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * C * * * 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 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 xxxxxx 213.7 xxxxxx ApproachLOS: * * F * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE BASELINE (2019) AM/PM PEAK HOUR PM Peak Fri Apr 21, 2017 12:17:45 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 4.5 Worst Case Level Of Service: C[ 20.8] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1125 0 0 0 308 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: 0 0 0 0 1125 0 0 0 308 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: 0 0 0 0 1125 0 0 0 308 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1125 0 0 0 308 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 563 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 530 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 530 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.58 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 3.7 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 20.8 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 20.8 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:19:16 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 2.2 Worst Case Level Of Service: C[ 15.7] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1147 0 0 0 0 0 0 0 0 0 186 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 1147 0 0 0 0 0 0 0 0 0 186 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 1147 0 0 0 0 0 0 0 0 0 186 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1147 0 0 0 0 0 0 0 0 0 186 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 574 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 522 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 522 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.36 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.6 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 15.7 LOS by Move: * * * * * * * * * * * C 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 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 xxxxxx xxxxxx 15.7 ApproachLOS: * * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:19:57 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 4.9 Worst Case Level Of Service: D[ 29.0] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1440 0 0 0 0 0 0 0 0 0 291 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 1440 0 0 0 0 0 0 0 0 0 291 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 1440 0 0 0 0 0 0 0 0 0 291 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1440 0 0 0 0 0 0 0 0 0 291 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 720 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 431 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 431 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.67 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 4.9 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 29.0 LOS by Move: * * * * * * * * * * * D 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 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 xxxxxx xxxxxx 29.0 ApproachLOS: * * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:20:58 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 1.6 Worst Case Level Of Service: C[ 15.4] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1246 0 0 0 143 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: 0 0 0 0 1246 0 0 0 143 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: 0 0 0 0 1246 0 0 0 143 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1246 0 0 0 143 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 623 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 490 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 490 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.29 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 15.4 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 15.4 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:22:03 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 3.0 Worst Case Level Of Service: C[ 19.3] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1268 0 0 0 235 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: 0 0 0 0 1268 0 0 0 235 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: 0 0 0 0 1268 0 0 0 235 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1268 0 0 0 235 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 634 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 483 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 483 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.49 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 2.6 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 19.3 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 19.3 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:22:41 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 3.4 Worst Case Level Of Service: C[ 16.9] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1044 0 0 0 0 0 0 0 0 0 260 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 1044 0 0 0 0 0 0 0 0 0 260 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 1044 0 0 0 0 0 0 0 0 0 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1044 0 0 0 0 0 0 0 0 0 260 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 522 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 559 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 559 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.47 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 2.5 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 16.9 LOS by Move: * * * * * * * * * * * C 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 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 xxxxxx xxxxxx 16.9 ApproachLOS: * * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:23:29 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 9.6 Worst Case Level Of Service: E[ 40.0] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1274 0 0 0 0 0 0 0 0 0 401 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 1274 0 0 0 0 0 0 0 0 0 401 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 1274 0 0 0 0 0 0 0 0 0 401 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1274 0 0 0 0 0 0 0 0 0 401 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 637 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 481 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 481 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.83 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 8.2 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 40.0 LOS by Move: * * * * * * * * * * * E 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 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 xxxxxx xxxxxx 40.0 ApproachLOS: * * * E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:13:30 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Average Delay (sec/veh): 18.6 Worst Case Level Of Service: F[143.4] ******************************************************************************** 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: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 121 960 0 0 1013 210 105 0 226 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: 121 960 0 0 1013 210 105 0 226 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: 121 960 0 0 1013 210 105 0 226 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 121 960 0 0 1013 210 105 0 226 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1223 xxxx xxxxx xxxx xxxx xxxxx 1735 xxxx 507 xxxx xxxx xxxxx Potent Cap.: 577 xxxx xxxxx xxxx xxxx xxxxx 80 xxxx 517 xxxx xxxx xxxxx Move Cap.: 577 xxxx xxxxx xxxx xxxx xxxxx 67 xxxx 517 xxxx xxxx xxxxx Volume/Cap: 0.21 xxxx xxxx xxxx xxxx xxxx 1.56 xxxx 0.44 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.8 xxxx xxxxx xxxx xxxx xxxxx 9.1 xxxx 2.2 xxxx xxxx xxxxx Control Del: 12.9 xxxx xxxxx xxxxx xxxx xxxxx 414.9 xxxx 17.3 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * C * * * 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 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 xxxxxx 143.4 xxxxxx ApproachLOS: * * F * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:14:46 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Average Delay (sec/veh): 32.2 Worst Case Level Of Service: F[252.2] ******************************************************************************** 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: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 242 1341 0 0 894 207 92 0 286 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: 242 1341 0 0 894 207 92 0 286 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: 242 1341 0 0 894 207 92 0 286 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 242 1341 0 0 894 207 92 0 286 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1101 xxxx xxxxx xxxx xxxx xxxxx 2049 xxxx 447 xxxx xxxx xxxxx Potent Cap.: 642 xxxx xxxxx xxxx xxxx xxxxx 50 xxxx 564 xxxx xxxx xxxxx Move Cap.: 642 xxxx xxxxx xxxx xxxx xxxxx 35 xxxx 564 xxxx xxxx xxxxx Volume/Cap: 0.38 xxxx xxxx xxxx xxxx xxxx 2.63 xxxx 0.51 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 1.8 xxxx xxxxx xxxx xxxx xxxxx 10.4 xxxx 2.8 xxxx xxxx xxxxx Control Del: 14.0 xxxx xxxxx xxxxx xxxx xxxxx 981.1 xxxx 17.7 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * C * * * 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 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 xxxxxx 252.2 xxxxxx ApproachLOS: * * F * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE BASELINE (2019) WITH PROJECT AM/PM PEAK HOUR AM Peak Fri May 5, 2017 11:15:32 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 2.0 Worst Case Level Of Service: C[ 18.6] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1423 0 0 0 173 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: 0 0 0 0 1423 0 0 0 173 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: 0 0 0 0 1423 0 0 0 173 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1423 0 0 0 173 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 712 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 436 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 436 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.40 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.9 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 18.6 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 18.6 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:16:11 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 4.5 Worst Case Level Of Service: C[ 20.9] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1129 0 0 0 308 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: 0 0 0 0 1129 0 0 0 308 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: 0 0 0 0 1129 0 0 0 308 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1129 0 0 0 308 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 565 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 529 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 529 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.58 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 3.7 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 20.9 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 20.9 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:16:43 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 2.2 Worst Case Level Of Service: C[ 15.7] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1150 0 0 0 0 0 0 0 0 0 186 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 1150 0 0 0 0 0 0 0 0 0 186 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 1150 0 0 0 0 0 0 0 0 0 186 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1150 0 0 0 0 0 0 0 0 0 186 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 575 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 521 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 521 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.36 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.6 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 15.7 LOS by Move: * * * * * * * * * * * C 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 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 xxxxxx xxxxxx 15.7 ApproachLOS: * * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:17:06 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 4.9 Worst Case Level Of Service: D[ 29.1] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1443 0 0 0 0 0 0 0 0 0 291 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 1443 0 0 0 0 0 0 0 0 0 291 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 1443 0 0 0 0 0 0 0 0 0 291 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1443 0 0 0 0 0 0 0 0 0 291 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 722 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 430 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 430 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.68 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 4.9 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 29.1 LOS by Move: * * * * * * * * * * * D 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 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 xxxxxx xxxxxx 29.1 ApproachLOS: * * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:17:38 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 1.6 Worst Case Level Of Service: C[ 15.4] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1248 0 0 0 145 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: 0 0 0 0 1248 0 0 0 145 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: 0 0 0 0 1248 0 0 0 145 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1248 0 0 0 145 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 624 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 489 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 489 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.30 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 15.4 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 15.4 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:18:10 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Average Delay (sec/veh): 3.1 Worst Case Level Of Service: C[ 19.6] ******************************************************************************** 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 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 0 1272 0 0 0 239 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: 0 0 0 0 1272 0 0 0 239 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: 0 0 0 0 1272 0 0 0 239 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 0 1272 0 0 0 239 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 636 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 481 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 481 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.50 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 2.7 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 19.6 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * * 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 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 xxxxxx 19.6 xxxxxx ApproachLOS: * * C * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:18:41 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 3.4 Worst Case Level Of Service: C[ 17.0] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1050 0 0 0 0 0 0 0 0 0 260 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 1050 0 0 0 0 0 0 0 0 0 260 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 1050 0 0 0 0 0 0 0 0 0 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1050 0 0 0 0 0 0 0 0 0 260 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 525 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 556 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 556 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.47 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 2.5 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 17.0 LOS by Move: * * * * * * * * * * * C 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 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 xxxxxx xxxxxx 17.0 ApproachLOS: * * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:19:10 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Average Delay (sec/veh): 9.7 Worst Case Level Of Service: E[ 40.5] ******************************************************************************** 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 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1280 0 0 0 0 0 0 0 0 0 401 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 1280 0 0 0 0 0 0 0 0 0 401 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 1280 0 0 0 0 0 0 0 0 0 401 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1280 0 0 0 0 0 0 0 0 0 401 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 640 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 479 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 479 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.84 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 8.3 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 40.5 LOS by Move: * * * * * * * * * * * E 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 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 xxxxxx xxxxxx 40.5 ApproachLOS: * * * E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:19:52 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Average Delay (sec/veh): 18.7 Worst Case Level Of Service: F[143.3] ******************************************************************************** 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: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 121 961 0 0 1014 210 105 0 228 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: 121 961 0 0 1014 210 105 0 228 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: 121 961 0 0 1014 210 105 0 228 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 121 961 0 0 1014 210 105 0 228 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1224 xxxx xxxxx xxxx xxxx xxxxx 1737 xxxx 507 xxxx xxxx xxxxx Potent Cap.: 577 xxxx xxxxx xxxx xxxx xxxxx 80 xxxx 516 xxxx xxxx xxxxx Move Cap.: 577 xxxx xxxxx xxxx xxxx xxxxx 67 xxxx 516 xxxx xxxx xxxxx Volume/Cap: 0.21 xxxx xxxx xxxx xxxx xxxx 1.56 xxxx 0.44 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.8 xxxx xxxxx xxxx xxxx xxxxx 9.1 xxxx 2.2 xxxx xxxx xxxxx Control Del: 12.9 xxxx xxxxx xxxxx xxxx xxxxx 416.8 xxxx 17.4 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * C * * * 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 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 xxxxxx 143.3 xxxxxx ApproachLOS: * * F * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:20:36 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Average Delay (sec/veh): 32.4 Worst Case Level Of Service: F[251.4] ******************************************************************************** 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: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 242 1342 0 0 896 207 92 0 290 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: 242 1342 0 0 896 207 92 0 290 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: 242 1342 0 0 896 207 92 0 290 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 242 1342 0 0 896 207 92 0 290 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1103 xxxx xxxxx xxxx xxxx xxxxx 2051 xxxx 448 xxxx xxxx xxxxx Potent Cap.: 640 xxxx xxxxx xxxx xxxx xxxxx 49 xxxx 564 xxxx xxxx xxxxx Move Cap.: 640 xxxx xxxxx xxxx xxxx xxxxx 35 xxxx 564 xxxx xxxx xxxxx Volume/Cap: 0.38 xxxx xxxx xxxx xxxx xxxx 2.64 xxxx 0.51 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 1.8 xxxx xxxxx xxxx xxxx xxxxx 10.4 xxxx 2.9 xxxx xxxx xxxxx Control Del: 14.0 xxxx xxxxx xxxxx xxxx xxxxx 987.4 xxxx 18.0 xxxxx xxxx xxxxx LOS by Move: B * * * * * F * C * * * 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 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 xxxxxx 251.4 xxxxxx ApproachLOS: * * F * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE APPENDIX D Traffic Signal Warrant Analysis EXISTING (2017) AM/PM PEAK HOUR AM Peak Thu Apr 13, 2017 13:57:56 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 a. San Gabriel Blvd / I-10 WB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 13:57:56 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1388 0 0 0 155 0 0 0 ApproachDel: xxxxxx xxxxxx 17.3 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.7] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=155] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1543] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 13:57:56 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1388 0 0 0 155 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1388 Minor Approach Volume: 155 Minor Approach Volume Threshold: 172 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:00:32 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 a. San Gabriel Blvd / I-10 WB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:00:32 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1094 0 0 0 283 0 0 0 ApproachDel: xxxxxx xxxxxx 18.7 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.5] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=283] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1377] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:00:32 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1094 0 0 0 283 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1094 Minor Approach Volume: 283 Minor Approach Volume Threshold: 254 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:01:49 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 b. San Gabriel Blvd / I-10 WB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:01:49 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1119 0 0 0 0 0 0 0 0 0 182 ApproachDel: xxxxxx xxxxxx xxxxxx 15.2 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.8] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=182] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1301] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:01:49 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1119 0 0 0 0 0 0 0 0 0 182 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1119 Minor Approach Volume: 182 Minor Approach Volume Threshold: 246 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:08:41 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 b. San Gabriel Blvd / I-10 WB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:08:41 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1403 0 0 0 0 0 0 0 0 0 285 ApproachDel: xxxxxx xxxxxx xxxxxx 26.8 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=2.1] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=285] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1688] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:08:41 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1403 0 0 0 0 0 0 0 0 0 285 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1403 Minor Approach Volume: 285 Minor Approach Volume Threshold: 168 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:13:32 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 a. San Gabriel Blvd / I-10 EB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:13:32 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1203 0 0 0 137 0 0 0 ApproachDel: xxxxxx xxxxxx 14.8 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.6] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=137] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1340] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:13:32 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1203 0 0 0 137 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1203 Minor Approach Volume: 137 Minor Approach Volume Threshold: 221 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:16:08 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 a. San Gabriel Blvd / I-10 EB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:16:08 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1215 0 0 0 224 0 0 0 ApproachDel: xxxxxx xxxxxx 17.9 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.1] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=224] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1439] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:16:08 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1215 0 0 0 224 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1215 Minor Approach Volume: 224 Minor Approach Volume Threshold: 218 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:20:06 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 b. San Gabriel Blvd / I-10 EB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:20:06 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1014 0 0 0 0 0 0 0 0 0 254 ApproachDel: xxxxxx xxxxxx xxxxxx 16.3 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.2] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=254] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1268] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 14:20:06 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1014 0 0 0 0 0 0 0 0 0 254 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1014 Minor Approach Volume: 254 Minor Approach Volume Threshold: 280 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:21:24 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 b. San Gabriel Blvd / I-10 EB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:21:24 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1235 0 0 0 0 0 0 0 0 0 392 ApproachDel: xxxxxx xxxxxx xxxxxx 35.0 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=3.8] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=392] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1627] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 14:21:24 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1235 0 0 0 0 0 0 0 0 0 392 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1235 Minor Approach Volume: 392 Minor Approach Volume Threshold: 212 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 13:11:48 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 6 Walnut Grove Ave / I-10 WB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 13:11:48 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 116 934 0 0 989 205 103 0 218 0 0 0 ApproachDel: xxxxxx xxxxxx 121.5 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=10.8] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=321] SUCCEED - Approach volume >= 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=3][total volume=2565] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Thu Apr 13, 2017 13:11:48 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 116 934 0 0 989 205 103 0 218 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2244 Minor Approach Volume: 321 Minor Approach Volume Threshold: 27 [less than minimum of 150] -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 13:32:49 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 6 Walnut Grove Ave / I-10 WB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 13:32:49 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 235 1305 0 0 869 202 90 0 274 0 0 0 ApproachDel: xxxxxx xxxxxx 214.4 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=21.7] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=364] SUCCEED - Approach volume >= 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=3][total volume=2975] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Thu Apr 13, 2017 13:32:49 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 235 1305 0 0 869 202 90 0 274 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2611 Minor Approach Volume: 364 Minor Approach Volume Threshold: -39 [less than minimum of 150] -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE EXISTING (2017) WITH PROJECT AM/PM PEAK HOUR PM Peak Fri May 5, 2017 11:08:24 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 a. San Gabriel Blvd / I-10 WB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:08:24 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1098 0 0 0 283 0 0 0 ApproachDel: xxxxxx xxxxxx 18.8 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.5] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=283] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1381] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:08:25 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1098 0 0 0 283 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1098 Minor Approach Volume: 283 Minor Approach Volume Threshold: 253 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:09:12 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 b. San Gabriel Blvd / I-10 WB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:09:12 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1122 0 0 0 0 0 0 0 0 0 182 ApproachDel: xxxxxx xxxxxx xxxxxx 15.3 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.8] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=182] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1304] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:09:12 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1122 0 0 0 0 0 0 0 0 0 182 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1122 Minor Approach Volume: 182 Minor Approach Volume Threshold: 245 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:10:05 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 b. San Gabriel Blvd / I-10 WB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:10:05 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1406 0 0 0 0 0 0 0 0 0 285 ApproachDel: xxxxxx xxxxxx xxxxxx 26.9 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=2.1] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=285] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1691] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:10:05 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1406 0 0 0 0 0 0 0 0 0 285 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1406 Minor Approach Volume: 285 Minor Approach Volume Threshold: 167 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:10:53 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 a. San Gabriel Blvd / I-10 EB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:10:53 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1205 0 0 0 139 0 0 0 ApproachDel: xxxxxx xxxxxx 14.9 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.6] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=139] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1344] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:10:53 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1205 0 0 0 139 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1205 Minor Approach Volume: 139 Minor Approach Volume Threshold: 221 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:11:24 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 a. San Gabriel Blvd / I-10 EB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:11:24 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1219 0 0 0 228 0 0 0 ApproachDel: xxxxxx xxxxxx 18.2 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.2] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=228] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1447] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:11:24 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1219 0 0 0 228 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1219 Minor Approach Volume: 228 Minor Approach Volume Threshold: 217 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:12:19 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 b. San Gabriel Blvd / I-10 EB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:12:19 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1020 0 0 0 0 0 0 0 0 0 254 ApproachDel: xxxxxx xxxxxx xxxxxx 16.4 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.2] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=254] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1274] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:12:20 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1020 0 0 0 0 0 0 0 0 0 254 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1020 Minor Approach Volume: 254 Minor Approach Volume Threshold: 278 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:13:13 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 b. San Gabriel Blvd / I-10 EB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:13:13 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1241 0 0 0 0 0 0 0 0 0 392 ApproachDel: xxxxxx xxxxxx xxxxxx 35.4 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=3.9] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=392] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1633] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:13:13 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1241 0 0 0 0 0 0 0 0 0 392 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1241 Minor Approach Volume: 392 Minor Approach Volume Threshold: 210 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:13:55 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 6 Walnut Grove Ave / I-10 WB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:13:55 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 116 935 0 0 990 205 103 0 220 0 0 0 ApproachDel: xxxxxx xxxxxx 121.4 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=10.9] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=323] SUCCEED - Approach volume >= 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=3][total volume=2569] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:13:55 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 116 935 0 0 990 205 103 0 220 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2246 Minor Approach Volume: 323 Minor Approach Volume Threshold: 26 [less than minimum of 150] -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:14:36 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 6 Walnut Grove Ave / I-10 WB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:14:36 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 235 1306 0 0 871 202 90 0 278 0 0 0 ApproachDel: xxxxxx xxxxxx 213.7 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=21.8] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=368] SUCCEED - Approach volume >= 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=3][total volume=2982] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:14:36 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 235 1306 0 0 871 202 90 0 278 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2614 Minor Approach Volume: 368 Minor Approach Volume Threshold: -39 [less than minimum of 150] -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE BASELINE (2019) AM/PM PEAK HOUR AM Peak Fri Apr 21, 2017 12:15:44 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 a. San Gabriel Blvd / I-10 WB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:15:44 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1421 0 0 0 173 0 0 0 ApproachDel: xxxxxx xxxxxx 18.6 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.9] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=173] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1594] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:15:44 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1421 0 0 0 173 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1421 Minor Approach Volume: 173 Minor Approach Volume Threshold: 164 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:17:45 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 a. San Gabriel Blvd / I-10 WB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:17:45 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1125 0 0 0 308 0 0 0 ApproachDel: xxxxxx xxxxxx 20.8 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.8] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=308] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1433] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:17:45 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1125 0 0 0 308 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1125 Minor Approach Volume: 308 Minor Approach Volume Threshold: 244 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:19:15 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 b. San Gabriel Blvd / I-10 WB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:19:15 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1147 0 0 0 0 0 0 0 0 0 186 ApproachDel: xxxxxx xxxxxx xxxxxx 15.7 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.8] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=186] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1333] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:19:15 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1147 0 0 0 0 0 0 0 0 0 186 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1147 Minor Approach Volume: 186 Minor Approach Volume Threshold: 238 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:19:57 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 b. San Gabriel Blvd / I-10 WB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:19:57 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1440 0 0 0 0 0 0 0 0 0 291 ApproachDel: xxxxxx xxxxxx xxxxxx 29.0 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=2.3] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=291] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1731] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:19:57 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1440 0 0 0 0 0 0 0 0 0 291 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1440 Minor Approach Volume: 291 Minor Approach Volume Threshold: 159 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:20:58 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 a. San Gabriel Blvd / I-10 EB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:20:58 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1246 0 0 0 143 0 0 0 ApproachDel: xxxxxx xxxxxx 15.4 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.6] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=143] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1389] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:20:58 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1246 0 0 0 143 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1246 Minor Approach Volume: 143 Minor Approach Volume Threshold: 209 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:22:03 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 a. San Gabriel Blvd / I-10 EB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:22:03 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1268 0 0 0 235 0 0 0 ApproachDel: xxxxxx xxxxxx 19.3 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.3] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=235] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1503] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:22:03 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1268 0 0 0 235 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1268 Minor Approach Volume: 235 Minor Approach Volume Threshold: 203 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:22:41 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 b. San Gabriel Blvd / I-10 EB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:22:41 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1044 0 0 0 0 0 0 0 0 0 260 ApproachDel: xxxxxx xxxxxx xxxxxx 16.9 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.2] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=260] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1304] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:22:41 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1044 0 0 0 0 0 0 0 0 0 260 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1044 Minor Approach Volume: 260 Minor Approach Volume Threshold: 270 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:23:29 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 b. San Gabriel Blvd / I-10 EB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:23:29 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1274 0 0 0 0 0 0 0 0 0 401 ApproachDel: xxxxxx xxxxxx xxxxxx 40.0 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=4.5] SUCCEED - Vehicle-hours greater than or equal to 4 for one lane approach. Signal Warrant Rule #2: [approach volume=401] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1675] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:23:29 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1274 0 0 0 0 0 0 0 0 0 401 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1274 Minor Approach Volume: 401 Minor Approach Volume Threshold: 201 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:13:30 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 6 Walnut Grove Ave / I-10 WB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:13:30 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 121 960 0 0 1013 210 105 0 226 0 0 0 ApproachDel: xxxxxx xxxxxx 143.4 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=13.2] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=331] SUCCEED - Approach volume >= 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=3][total volume=2635] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri Apr 21, 2017 12:13:30 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 121 960 0 0 1013 210 105 0 226 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2304 Minor Approach Volume: 331 Minor Approach Volume Threshold: 15 [less than minimum of 150] -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:14:46 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 6 Walnut Grove Ave / I-10 WB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:14:46 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 242 1341 0 0 894 207 92 0 286 0 0 0 ApproachDel: xxxxxx xxxxxx 252.2 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=26.5] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=378] SUCCEED - Approach volume >= 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=3][total volume=3062] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri Apr 21, 2017 12:14:46 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 242 1341 0 0 894 207 92 0 286 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2684 Minor Approach Volume: 378 Minor Approach Volume Threshold: -50 [less than minimum of 150] -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE BASELINE 2019 WITH PROJECT AM/PM PEAK HOUR PM Peak Fri May 5, 2017 11:16:10 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 a. San Gabriel Blvd / I-10 WB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:16:11 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1129 0 0 0 308 0 0 0 ApproachDel: xxxxxx xxxxxx 20.9 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.8] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=308] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1437] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:16:11 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 a. San Gabriel Blvd / I-10 WB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1129 0 0 0 308 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1129 Minor Approach Volume: 308 Minor Approach Volume Threshold: 243 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:16:43 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 b. San Gabriel Blvd / I-10 WB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:16:43 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1150 0 0 0 0 0 0 0 0 0 186 ApproachDel: xxxxxx xxxxxx xxxxxx 15.7 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.8] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=186] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1336] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:16:43 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1150 0 0 0 0 0 0 0 0 0 186 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1150 Minor Approach Volume: 186 Minor Approach Volume Threshold: 237 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:17:06 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 1 b. San Gabriel Blvd / I-10 WB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:17:06 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1443 0 0 0 0 0 0 0 0 0 291 ApproachDel: xxxxxx xxxxxx xxxxxx 29.1 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=2.4] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=291] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1734] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:17:06 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #1 b. San Gabriel Blvd / I-10 WB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1443 0 0 0 0 0 0 0 0 0 291 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1443 Minor Approach Volume: 291 Minor Approach Volume Threshold: 158 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:17:38 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 a. San Gabriel Blvd / I-10 EB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:17:38 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1248 0 0 0 145 0 0 0 ApproachDel: xxxxxx xxxxxx 15.4 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=0.6] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=145] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1393] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:17:38 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1248 0 0 0 145 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1248 Minor Approach Volume: 145 Minor Approach Volume Threshold: 209 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:18:09 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 a. San Gabriel Blvd / I-10 EB Ramps No / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:18:09 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1272 0 0 0 239 0 0 0 ApproachDel: xxxxxx xxxxxx 19.6 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.3] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=239] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1511] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:18:10 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 a. San Gabriel Blvd / I-10 EB Ramps EBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 Initial Vol: 0 0 0 0 1272 0 0 0 239 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1272 Minor Approach Volume: 239 Minor Approach Volume Threshold: 202 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:18:41 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 b. San Gabriel Blvd / I-10 EB Ramps No / No ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:18:41 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1050 0 0 0 0 0 0 0 0 0 260 ApproachDel: xxxxxx xxxxxx xxxxxx 17.0 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=1.2] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=260] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1310] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:18:41 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1050 0 0 0 0 0 0 0 0 0 260 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1050 Minor Approach Volume: 260 Minor Approach Volume Threshold: 268 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:19:10 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 2 b. San Gabriel Blvd / I-10 EB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:19:10 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1280 0 0 0 0 0 0 0 0 0 401 ApproachDel: xxxxxx xxxxxx xxxxxx 40.5 ------------|---------------||---------------||---------------||---------------| Approach[westbound][lanes=1][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=4.5] SUCCEED - Vehicle-hours greater than or equal to 4 for one lane approach. Signal Warrant Rule #2: [approach volume=401] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=2][total volume=1681] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:19:10 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #2 b. San Gabriel Blvd / I-10 EB Ramps WBR ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial Vol: 0 1280 0 0 0 0 0 0 0 0 0 401 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1280 Minor Approach Volume: 401 Minor Approach Volume Threshold: 200 -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:19:52 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 6 Walnut Grove Ave / I-10 WB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:19:52 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 121 961 0 0 1014 210 105 0 228 0 0 0 ApproachDel: xxxxxx xxxxxx 143.3 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=13.3] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=333] SUCCEED - Approach volume >= 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=3][total volume=2639] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE AM Peak Fri May 5, 2017 11:19:52 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 121 961 0 0 1014 210 105 0 228 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2306 Minor Approach Volume: 333 Minor Approach Volume Threshold: 15 [less than minimum of 150] -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:20:36 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 6 Walnut Grove Ave / I-10 WB Ramps Yes / Yes ??? / ??? Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:20:36 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 242 1342 0 0 896 207 92 0 290 0 0 0 ApproachDel: xxxxxx xxxxxx 251.4 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop Sign] Signal Warrant Rule #1: [vehicle-hours=26.7] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=382] SUCCEED - Approach volume >= 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=3][total volume=3069] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches. -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE PM Peak Fri May 5, 2017 11:20:36 Page 3-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #6 Walnut Grove Ave / I-10 WB Ramps ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| 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 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 Initial Vol: 242 1342 0 0 896 207 92 0 290 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2687 Minor Approach Volume: 382 Minor Approach Volume Threshold: -51 [less than minimum of 150] -------------------------------------------------------------------------------- SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to VA CONSULTING, IRVINE