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Home My WebLink AboutCROWNE AT SUNIGA - FDP230023 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY CROWNE AT SUNIGA TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO FEBRUARY 2023 REVISED JUNE 2023 Prepared for: Crowne Partners, Inc. 505 North 20th Street, Suite 1150 Birmingham, AL 35203 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project # 2261 DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pederstrian Facilities ....................................................................................................... 9 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 10 Trip Assignment/Total Traffic ........................................................................................ 14 Signal Warrants ............................................................................................................. 14 Geometry ...................................................................................................................... 20 Operation Analysis ........................................................................................................ 20 Pedestrian Level of Service ........................................................................................... 26 Bicycle Level of Service ................................................................................................ 30 Transit Level of Service ................................................................................................. 30 IV. CONCLUSIONS .................................................................................................... 31 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2027) Background Peak Hour Operation .......................................... 23 4. Long Range (2045) Background Peak Hour Operation ........................................... 24 5. Short Range (2027) Total Peak Hour Operation ..................................................... 27 6. Long Range (2045) Total Peak Hour Operation ...................................................... 28 DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Geometry ..................................................................................................... 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Adjusted/Balanced Recent Peak Hour Traffic ........................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 12 7. Short Range (2027) Background Peak Hour Traffic ................................................ 13 8. Long Range (2045) Background Peak Hour Traffic................................................. 15 9. Short Range (2027) Site Generated Peak Hour Traffic ........................................... 16 10. Long Range (2045) Site Generated Peak Hour Traffic ............................................ 17 11. Short Range (2027) Total Peak Hour Traffic ........................................................... 18 12. Long Range (2045) Total Peak Hour Traffic ............................................................ 19 13. Short Range (2027) Geometry ................................................................................ 21 14. Long Range (2045) Geometry ................................................................................. 22 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Signal Warrants E. Short Range (2027) Background Peak Hour Operation F. Long Range (2045) Background Peak Hour Operation G. Short Range (2027) Total Peak Hour Operation H. Long Range (2045) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service Worksheets DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Crowne at Suniga development. The proposed Crowne at Suniga site is located in the northeast quadrant of the Suniga/Lindenmeier intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the owner (Crowne Partners, Inc.), the project planning consultant (Vignette Studios), and Fort Collins Traffic Engineering. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). Due to the trip generation, this is a full transportation impact study. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants; - Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation This TIS is a revision of the “Crowne at Suniga Transportation Impact Study,” dated February 2023. It addresses City staff comments on pedestrian analysis. DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Crowne at Suniga development is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential and open. There are proposed residential uses to the west. There is open space to the east and south of the site. The proposed Crowne at Suniga site is currently vacant. The center of Fort Collins lies to the south of the proposed Crowne at Suniga site. Streets The primary streets near the Crowne at Suniga site are Suniga Road, Lemay Avenue, Lindenmeier Road, Conifer Street, and Redwood Street. Figure 2 shows a schematic of the existing geometry at the Lemay/Conifer, Suniga/Lemay, Suniga/Lindenmeier, and Suniga/Redwood intersections. Lemay Avenue is to the east of (adjacent to) the proposed Crowne at Suniga site. It is a north-south street classified as a four-lane arterial according to the Fort Collins Master Street Plan. Currently, Lemay Avenue has a four-lane cross section approximately 600 feet north of Suniga Road, then has a two-lane cross section to the north. At the Lemay/Conifer intersection, Lemay Avenue has a northbound left-turn lane, a through lane in each direction, and a southbound right-turn lane. The Lemay/Conifer intersection has stop sign control on Conifer Street. At the Lemay/Suniga intersection, Lemay Avenue has a northbound left-turn lane, two through lanes in each direction, and a southbound right-turn lane. The Lemay/Suniga intersection has stop sign control on Suniga Road. The signal at the Lemay/Suniga intersection will be activated in 2023. The posted speed limit in this area of Lemay Avenue is 40 mph. Conifer Street is to the north of the proposed Crowne at Suniga site. It is an east-west street classified as a two-lane collector according to the Fort Collins Master Street Plan. Conifer Street only has a west leg at the Lemay/Conifer intersection. Currently, Conifer Street has a two-lane cross section with parking on both sides of the street. At the Lemay/Conifer intersection, Conifer Street has an eastbound left-turn lane and an eastbound right-turn lane. The posted speed limit in this area of Conifer Street is 30 mph. BURLINGTON NORTH SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 3 Vine Drive Lincoln Avenue Lemay Avenue Buckingham Street Re d w o o d S t r e e t Suniga Road Conifer Street Li n d e n m e i e r R o a d EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 4 L e m a y A v e n u e Conifer Street Suniga Road Lindenmeier Road Redwood Street - Denotes Lane ST O P STOP STOP STOP STOP ST O P F uture Site A c c e s s DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 5 Suniga Road is south of (adjacent to) the proposed Crowne at Suniga site. It is an east-west street designated as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, Suniga Road has a four-lane cross section. Suniga Road only has a west leg at the Lemay/Suniga intersection. At the Lemay/Suniga intersection, Suniga Road has an eastbound left-turn lane and an eastbound right-turn lane. At the Suniga/Lindenmeier intersection, Suniga Road has eastbound and westbound left-turn lanes, a through lane in each direction, and eastbound and westbound through/right- turn lanes. At the Suniga/Redwood intersection, Suniga Road has eastbound and westbound left-turn lanes, a through lane in each direction, and eastbound and westbound through/right-turn lanes. The Suniga/Lindenmeier and Suniga/Redwood intersections have stop sign control on Lindenmeier Road and Redwood Street, respectively. The posted speed limit in this area of Suniga Road is 40 mph. Lindenmeier Road is to the west of (adjacent to) the proposed Crowne at Suniga site. It is north-south street classified as a local street according to the Fort Collins Master Street Plan. Currently, Lindenmeier Road has a two-lane cross section. At the Suniga/Lindenmeier, Lindenmeier Road has all movements combined into single lanes. The posted speed limit in this area on Lindenmeier Road is 30 mph. Redwood Street is west of the proposed Crowne at Suniga site. It is a north- south street classified as a two-lane collector street according to the Fort Collins Master Street Plan. Currently, Redwood Street has a two-lane cross section with parking on both sides of the street. At the Suniga/Redwood intersection, Redwood Street has all movements combined into single lanes. The Suniga/Redwood intersection is stop sign controlled on Redwood Street. The posted speed limit in this area of Redwood Street is 30 mph. Existing Traffic Recent morning and afternoon peak hour traffic volumes are shown in Figure 3. The traffic counts at the Lemay/Conifer, Suniga/Lemay, Suniga/Lindenmeier, and Suniga/Redwood intersections were obtained in September and October 2022. Raw traffic count data are provided in Appendix B. Since the counts were obtained on different days, the counts were adjusted/balanced. The adjusted/balanced recent peak hour traffic is shown in Figure 4. Existing Operation The Lemay/Conifer, Suniga/Lemay, Suniga/Lindenmeier, and Suniga/Redwood intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6th Edition. Using the morning and afternoon peak hour traffic shown in Figure 4, the peak hour operation is shown in Table 1. Calculation forms are provided in Appendix C. The key intersections meet the City of Fort Collins Motor Vehicle LOS RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 6 AM/PM L e m a y A v e n u e 4/ 1 0 20 / 5 7 9/ 5 3/ 3 62 / 5 2 31 / 2 3 2/8 81/60 10/13 23/26 45/112 6/17 9/ 2 0 0/ 0 9/ 1 5 0/ 0 1/ 1 1/ 2 0/0 84/104 4/6 6/1 83/111 12/17 93 / 1 4 7 27 5 / 7 2 4 59 / 4 8 49 2 / 3 6 8 25/50 82/110 81 / 1 3 6 35 4 / 7 9 3 17 / 1 7 65 1 / 4 4 0 18/24 123/118 Conifer Street Suniga Road Lindenmeier Road Redwood Street ADJUSTED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 7 AM/PM L e m a y A v e n u e 4/ 1 0 20 / 5 7 8/ 6 3/ 3 62 / 5 2 29 / 2 9 2/8 75/75 10/13 28/24 52/105 6/16 9/ 2 0 0/ 0 12 / 1 5 0/ 0 1/ 1 1/ 2 0/0 108/104 4/6 6/1 77/125 11/19 94 / 1 4 2 27 6 / 7 0 2 59 / 4 8 53 2 / 3 6 0 25/50 89/108 78 / 1 2 8 35 2 / 8 1 9 16 / 1 7 60 5 / 4 5 1 18/25 103/96 Conifer Street Suniga Road Lindenmeier Road Redwood Street DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Conifer (stop sign) EB LT C C EB RT B B EB APPROACH B C NB LT A A OVERALL A A Lemay/Suniga (stop sign) EB LT D D EB RT B B EB APPROACH B B NB LT A A OVERALL A A Suniga/Lindenmeier (stop sign) EB LT A A WB LT A A NB LT/T/RT A A SB LT/T/RT B B OVERALL A A Suniga/Redwood (stop sign) EB LT A A WB LT A A NB LT/T/RT B B SB LT/T/RT B B OVERALL A A DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 9 standards with existing control and geometry in the morning and afternoon peak hours. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. Acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for each movement and leg, and level of service D or better overall. At arterial/arterial and collector/collector stop sign controlled intersections, acceptable operation is considered to be at level of service E, overall and level of service F, for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local stop sign controlled intersections; acceptable operation is considered to be at level or service D, overall and level of service F, for any approach leg. Pedestrian Facilities There are sidewalks along both sides of Suniga Road. There are sidewalks along the west side of Lemay Avenue, Lindenmeier Road, and Redwood Street. There are sidewalks along the north side of Conifer Street. It is expected that as properties in this area are developed or redeveloped, sidewalks will be installed as part of the street/property infrastructure. Bicycle Facilities Bicycle lanes exist along Lemay Avenue, Conifer Street, Suniga Road, Lindenmeier Road, and Redwood Street within the study area. Transit Facilities Currently, this area of Fort Collins is served by Transfort routes 8 and 81. DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Crowne at Suniga is a multifamily housing development with 267 dwelling units. Figure 5 shows a site plan of the Crowne at Suniga development. The short range analysis (Year 2027) includes the full development of the site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range future analysis year is considered to be 2045. In the short range (2027) future, the site plan shows that Crowne at Suniga will have a full movement access to Lindenmeier Road and a right-in/right-out access to Lemay Avenue. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. Trip generation information contain in Trip Generation, 11th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at a site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of Crowne at Suniga development resulted in 1,786 daily trip ends; 106 morning peak hour trip ends; and 135 afternoon peak hour trip ends. TABLE 2 Crowne at Suniga Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Multifamily Housing (Low-Rise) 267 D.U. Eq. 1786 Eq. 25 Eq. 81 Eq. 85 Eq. 50 Trip Distribution Trip distribution for the Crowne at Suniga was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 6 shows the trip distribution for the short range (2027) and long range (2045) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping meeting. Background Traffic Projections Figure 7 shows the short range (2027) background peak hour traffic forecasts. These forecasts assume that the connection from Lindenmeier to Lemay through the Crowne at Suniga exists. Background traffic projections for the short range were obtained by reviewing the North Front Range Regional Transportation Plan, engineering SITE PLAN Figure 5 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 11 APPROXIMATE SCALE 1"=200' BURLINGTON SCALE: 1"=1000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 12 Vine Drive Lincoln Avenue Lemay Avenue Buckingham Street Re d w o o d S t r e e t Suniga Road Conifer Street Li n d e n m e i e r R o a d 5% 40%/35%10% 30% 5% 10% (Future) Suniga Road 0%/5% SHORT RANGE (2027) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 13 AM/PM L e m a y A v e n u e 4/ 1 1 25 / 7 3 27 / 5 2 20 / 1 2 77 / 6 2 36 / 4 2 7/26 115/163 11/14 40/32 135/171 52/50 15 / 3 5 3/ 7 13 / 1 7 9/ 6 9/ 6 13 / 1 0 4/9 183/157 14/16 13/15 112/212 12/21 10 4 / 1 5 7 31 4 / 7 8 1 66 / 5 7 59 2 / 4 0 7 32/57 98/119 11 5 / 2 2 0 38 9 / 9 0 4 22 / 2 8 66 8 / 4 9 8 29/34 180/150 Conifer Street Suniga Road Redwood Street L e m a y A v e n u e Lindenmeier Road 31 / 2 2 11 / 8 20 / 3 1 0/ 0 3/6 0/0 4 1 8/9 3 8 6 7 9/5 1 8 3/6 1 1/8 DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 14 judgment, and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that the traffic volumes would increase by approximately 2.0 percent per year. The Enclave at Redwood and Northfield developments were added to the background traffic. Figure 8 shows the long range (2045) background peak hour traffic forecasts. This reflects completion of Suniga Road, as shown in the Fort Collins Master Street Plan. Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figure 9 shows the short range (2027) site generated peak hour traffic assignment. Figure 10 shows the long range (2045) site generated peak hour traffic assignment. Figures 11 and 12 show the respective short range (2027) and long range (2045) total (site plus background) peak hour traffic assignment. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. For the streets in the vicinity of the Crowne at Suniga development, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area street system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to get an idea whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. The signal at the Lemay/Suniga intersection will be activated in 2023. Using the long range (2045) total peak hour traffic (Figure 12), the Lemay/Conifer and Suniga/Lindenmeier intersections will not meet the peak hour warrant in the morning or afternoon peak hours. The Suniga/Redwood intersection will meet the peak hour warrant in the afternoon peak hour. Therefore, the Suniga/Redwood intersection will be analyzed with and without a signal in the long range (2045) future. The peak hour signal warrant analyses are provided in Appendix D. LONG RANGE (2045) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 15 17 0 / 2 3 5 56 5 / 1 0 0 0 40 / 1 7 0 10 5 / 1 0 0 99 5 / 7 7 0 10 5 / 1 6 0 45/85 285/405 175/170 150/205 305/310 175/95 L e m a y A v e n u e 40 / 7 0 45 / 1 3 5 50 / 1 4 5 80 / 7 5 65 / 7 5 30 / 4 5 50/110 360/460 45/65 50/35 425/510 145/100 20 / 4 5 5/ 1 0 20 / 2 5 10 / 1 0 10 / 5 15 / 1 0 10/10 470/625 20/25 15/20 550/600 15/25 25 0 / 2 7 5 51 0 / 1 0 1 5 85 / 7 0 10 6 0 / 7 4 5 45/70 140/280 Conifer Street Suniga Road Redwood Street L e m a y A v e n u e Lindenmeier Road 35 / 2 5 10 / 1 0 30 / 4 0 0/ 0 5/5 0/0 7 6 0/1 2 9 0 1 1 9 5/1 0 2 0 5/5 1 0/1 0 AM/PM Rounded to Nearest 5 Vehicles SHORT RANGE (2027) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 16 AM/PM L e m a y A v e n u e 2/ 9 1/ 4 8/25 4/2 24/15 8/5 3/ 9 36 / 2 2 8/ 5 14 / 9 11/38 10/34 4/ 3 1/ 4 10 / 3 4 23 / 1 4 4/3 10/6 Conifer Street Suniga Road Redwood Street Lindenmeier Road 24 / 8 1 58/36 4/3 1/4 2 3/1 4 LONG RANGE (2045) SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 17 AM/PM 9/ 3 0 20 / 1 2 3/ 2 4/3 1/1 9/5 1/4 L e m a y A v e n u e 2/ 9 1/ 4 8/25 4/2 24/15 8/5 3/ 9 36 / 2 2 8/ 5 14 / 9 11/38 10/34 4/ 3 1/ 4 Conifer Street Suniga Road Redwood Street Lindenmeier Road 24 / 8 1 58/36 4/3 1/4 2 3/1 4 SHORT RANGE (2027) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 18 AM/PM L e m a y A v e n u e 4/ 1 1 25 / 7 3 29 / 6 1 20 / 1 2 77 / 6 2 37 / 4 6 7/26 123/188 11/14 44/34 159/186 60/55 15 / 3 5 6/ 1 6 13 / 1 7 45 / 2 8 17 / 1 1 27 / 1 9 15/47 183/157 14/16 23/49 112/212 12/21 10 4 / 1 5 7 31 8 / 7 8 4 66 / 5 7 59 3 / 4 1 1 32/57 98/119 12 5 / 2 5 4 38 9 / 9 0 4 22 / 2 8 69 1 / 5 1 2 33/37 190/156 Conifer Street Suniga Road Redwood Street L e m a y A v e n u e Lindenmeier Road 31 / 2 2 11 / 8 20 / 3 1 24 / 8 1 3/6 58/36 4 2 2/9 4 1 6 7 9/5 1 84/1 0 3 4/2 2 LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 19 18 0 / 2 6 5 56 5 / 1 0 0 0 40 / 1 7 0 10 5 / 1 0 0 10 1 5 / 7 8 0 11 0 / 1 6 5 50/90 285/405 185/175 150/205 310/315 175/95 L e m a y A v e n u e 40 / 7 0 45 / 1 3 5 55 / 1 5 5 80 / 7 5 65 / 7 5 30 / 5 0 50/110 370/485 45/65 55/40 450/525 155/105 20 / 4 5 10 / 2 0 20 / 2 5 45 / 3 5 20 / 1 0 30 / 2 0 20/50 470/625 20/25 25/55 550/600 15/25 25 0 / 2 7 5 51 5 / 1 0 2 0 85 / 7 0 10 6 5 / 7 5 0 45/70 140/280 Conifer Street Suniga Road Redwood Street L e m a y A v e n u e Lindenmeier Road 35 / 2 5 10 / 1 0 30 / 4 0 25 / 8 0 5/5 60/35 7 6 5/1 2 9 5 1 1 9 5/1 0 2 0 1 0/1 0 3 5/2 5 AM/PM Rounded to Nearest 5 Vehicles DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 20 Geometry Figure 13 shows a schematic of the short range (2027) geometry. This is existing geometry at the existing Lemay/Conifer, Suniga/Lemay, Suniga/Lindenmeier, and Suniga/Redwood intersections. The Lemay/Site Access and Lindenmeier/Site Access intersections are future intersections. The Lemay/Site Access intersection is proposed as right-in/right-out. A northbound left-turn lane at the Lemay/Site Access intersection will not meet deceleration and storage criteria. The distance from the Lemay/Suniga intersection to the Lemay/Site Access intersection is approximately 638 feet (on-centers). This meets the intersection spacing requirement of 460-660 feet. The existing median on Lemay Avenue will be extended to the north to restrict the Lemay/Site Access intersection to right- in/right-out. Figure 14 show a schematic of the long range (2045) geometry. An additional northbound and southbound through lane on Lemay Avenue, north of Suniga Road. A northbound and southbound right-turn lane is required at the Suniga/Redwood intersection in the long range future, as recommended in the “Enclave at Redwood Traffic Impact Study.” The Lemay/Suniga intersection will have an east leg in the long range future. The long range (2045) geometry figure includes the auxiliary lane lengths. Operation Analysis Operation analyses were performed at the Lemay/Conifer, Lemay/Site Access (Right-in/Right-out), Suniga/Lemay, Suniga/Lindenmeier, Suniga/Redwood, and Lindenmeier/Site Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2027 and 2045 conditions, respectively. The long range (2045) analysis is provided for informational purposes and to identify potential operational and/or geometric issues. Using the traffic volumes shown in Figure 7, the Lemay/Conifer, Lemay/Site Access (Right-in/Right-out), Suniga/Lemay, Suniga/Lindenmeier, Suniga/Redwood, and Lindenmeier/Site Access intersections operate in the short range (2027) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The key intersections will meet the Fort Collins criteria with regard to operation using the existing geometry and a signal at the Lemay/Suniga intersection. Using the traffic volumes shown in Figure 8, the Lemay/Conifer, Lemay/Site Access (Right-in/Right-out), Suniga/Lemay, Suniga/Lindenmeier, Suniga/Redwood, and Lindenmeier/Site Access intersections operate in the long range (2045) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The key intersections will meet the Fort Collins criteria with regard to operation using the existing geometry and a signal at the Lemay/Suniga and Suniga/Redwood intersections. The Suniga/Redwood intersection does will meet the Fort Collins criteria with stop sign control. At the Lemay/Conifer intersection, the calculated delay for the eastbound left-turn lane will be commensurate with level of service F in the morning and afternoon peak hours. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets. SHORT RANGE (2027) GEOMETRY Figure 13 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 21 L e m a y A v e n u e Conifer Street Suniga Road Redwood Street L e m a y A v e n u e Lindenmeier Road Suniga Road - Denotes Lane ST O P STOP STOP STOP STOP ST O P STOP LONG RANGE (2045) GEOMETRY Figure 14 DELICH ASSOCIATES Crowne at Suniga TIS, June 2023 Page 22 L e m a y A v e n u e Conifer Street Suniga Road Redwood Street L e m a y A v e n u e Lindenmeier Road Suniga Road - Denotes Lane ST O P STOP STOP ST O P STOP 33 5 f e e t , in c . B T 1 0 : 1 33 5 f e e t , in c . B T 1 0 : 1 48 5 f e e t , in c . B T 1 3 . 3 : 1 520 feet, inc. BT 13.3:1 615 feet, inc. BT 13.3 DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 23 TABLE 3 Short Range (2027) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Conifer (stop sign) EB LT C D EB RT C B EB APPROACH C C NB LT A A OVERALL A A Lemay/Site Access (r-in/r-out) (stop sign) EB RT B B OVERALL A A Lemay/Suniga (signal) EB LT D D EB RT D D EB APPROACH D D NB LT A A NB T A A NB APPROACH A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Suniga/Lindenmeier (stop sign) EB LT A A WB LT A A NB LT/T/RT B B SB LT/T/RT B B OVERALL A A Suniga/Redwood (stop sign) EB LT A A WB LT A A NB LT/T/RT C C SB LT/T/RT B C OVERALL A A DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 24 TABLE 4 Long Range (2045) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Conifer (stop sign) EB LT F (59.7 secs) F (56.9 secs) EB RT C C EB APPROACH D C NB LT C B OVERALL A A Lemay/Site Access (r-in/r-out) (stop sign) EB RT B B OVERALL A A Lemay/Suniga (signal) EB LT C C EB T D D EB RT D C EB APPROACH D D WB LT C C WB T D D WB RT C C WB APPROACH C D NB LT B B NB T B B NB RT B B NB APPROACH B B SB LT B B SB T B B SB RT B B SB APPROACH B B OVERALL C C Suniga/Lindenmeier (stop sign) EB LT A A WB LT A A NB LT/T/RT C D SB LT/T/RT C C OVERALL A A Continued on next page DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 25 Continued from previous page TABLE 4 Long Range (2045) Background Peak Hour Operation Intersection Movement Level of Service AM PM Suniga/Redwood (stop sign) EB LT A A WB LT A A NB LT/T F (140.3 secs) F (1888.6 secs) NB RT B B NB APPROACH F (125.5 secs) F (1110.9 secs) SB LT/T F (126.4 secs) F SB RT B B SB APPROACH F (108.3 secs) F OVERALL D F (214.3 secs) Suniga/Redwood (signal) EB LT A B EB T A C EB T/RT B C EB APPROACH A C WB LT A B WB T A C WB T/RT A C WB APPROACH B D NB LT/T B A NB RT B D NB APPROACH B B SB LT/T B A SB RT B B SB APPROACH B B OVERALL A C DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 26 Using the traffic volumes shown in Figure 11, the Lemay/Conifer, Lemay/Site Access (Right-in/Right-out), Suniga/Lemay, Suniga/Lindenmeier, Suniga/Redwood, and Lindenmeier/Site Access intersections operate in the short range (2027) background traffic future as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The key intersections will meet the Fort Collins criteria about operation using the existing geometry and a signal at the Lemay/Suniga intersection. Using the traffic volumes shown in Figure 12, the Lemay/Conifer, Lemay/Site Access (Right-in/Right-out), Suniga/Lemay, Suniga/Lindenmeier, and Lindenmeier/Site Access intersections operate in the long range (2045) background traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The key intersections will meet the Fort Collins criteria with regard to operation using the proposed geometry and a signal at the Lemay/Suniga and Suniga/Redwood intersections. The Suniga/Redwood intersection will not meet the Fort Collins criteria with stop sign control. At the Lemay/Conifer intersection, the calculated delay for the eastbound left-turn lane will be commensurate with level of service F in the morning and afternoon peak hours. At the Suniga/Lindenmeier intersection, the calculated delay for the northbound approach will be commensurate with level of service F in the afternoon peak hour. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Crowne at Suniga development. There are four pedestrian destinations within 1320 feet of the Crowne at Suniga development. These are: 1) the residential area to the south of the site; 2) Sugar Beet Park to the south of the site; 3) the future residential area (Northfield) to the west of the site; and 4) the future trail to the north of the site. The Crowne at Suniga site is located within an area termed as “other,” which sets the level of service threshold at LOS C for all other measured categories. Directness – The distance ratio to all pedestrian destinations is less than 1.6 (LOS C). Continuity – The continuity to pedestrian destinations 3 and 4 will be acceptable at LOS C, since Suniga Road has sidewalk with landscaped parkways and Lindenmeier Road, north of Suniga Road, will have sidewalk on both sides with competition of the Crowne at Suniga development. The Crowne at Suniga development will connect the proposed sidewalk on the east side of Lindenmeier Road to the existing sidewalk at the Lemay Avenue trail underpass. Continuity to pedestrian destinations 1 and 2 will not be meet the level of service threshold since the sidewalks on west Lindenmeier Road south of Suniga Road only goes to the Northfield property line. Street Crossings – The street crossings to all pedestrian destinations will be acceptable at LOS C or better, since the street crossings are all five lanes or fewer. DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 27 TABLE 5 Short Range (2027) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Conifer (stop sign) EB LT C D EB RT C B EB APPROACH C C NB LT A A OVERALL A A Lemay/Site Access (r-in/r-out) (stop sign) EB RT C B OVERALL A A Lemay/Suniga (signal) EB LT D D EB RT D D EB APPROACH D D NB LT A A NB T A A NB APPROACH A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Suniga/Lindenmeier (stop sign) EB LT A A WB LT A A NB LT/T/RT B B SB LT/T/RT B B OVERALL A A Suniga/Redwood (stop sign) EB LT A A WB LT A A NB LT/T/RT B C SB LT/T/RT C C OVERALL A A Lindenmeier/Site Access (stop sign) WB LT/RT A A SB LT/T A A OVERALL A A DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 28 TABLE 6 Long Range (2045) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Conifer (stop sign) EB LT F (61.3 secs) F (57.6 secs) EB RT C C EB APPROACH D C NB LT C B OVERALL A A Lemay/Site Access (r-in/r-out) (stop sign) EB RT B B OVERALL A A Lemay/Suniga (signal) EB LT C C EB T D D EB RT D C EB APPROACH D D WB LT C C WB T D D WB RT C C WB APPROACH C D NB LT B B NB T B B NB RT B B NB APPROACH B B SB LT B B SB T B B SB RT B B SB APPROACH B B OVERALL C C Suniga/Lindenmeier (stop sign) EB LT A A WB LT A A NB LT/T/RT C F (60 secs) SB LT/T/RT C D OVERALL A A Continued on next page DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 29 Continued from previous page TABLE 6 Long Range (2045) Total Peak Hour Operation Intersection Movement Level of Service AM PM Suniga/Redwood (stop sign) EB LT A A WB LT A A NB LT/T F (142.4 secs) F (4307.0 secs) NB RT B B NB APPROACH F (127.5 secs) F (2457.6 secs) SB LT/T F (128.9 secs) F SB RT B B SB APPROACH F (110.7 secs) F OVERALL D F (469.1 secs) Suniga/Redwood (signal) EB LT A C EB T B C EB T/RT B C EB APPROACH A C WB LT A C WB T A C WB T/RT A C WB APPROACH A D NB LT/T B E (54.8 secs) NB RT B B NB APPROACH B D SB LT/T B C SB RT B A SB APPROACH B B OVERALL A C Lindenmeier/Site Access (stop sign) WB LT/RT A A SB LT/T A A OVERALL A A DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 30 Visual Interest and Amenity – The visual interest and amenity to all pedestrian destinations is acceptable at LOS B, since most of the sidewalks have a residential neighborhood character. Security - The security to all pedestrian destinations is acceptable at LOS B, since most of the sidewalks are adjacent to residential land uses and the area has a residential neighborhood character. Acceptable pedestrian level of service will be achieved for all pedestrian destinations within 1320 of the Crowne at Suniga, except for continuity to the residential area to the south and Sugar Beet Park. The Pedestrian LOS Worksheet is provided in Appendix I. The Crowne at Suniga development will install the curb & gutter and sidewalk along the Lindenmeier Road adjacent to the site. The Crowne at Suniga development will connect the proposed sidewalk on the east side of Lindenmeier Road to the existing sidewalk at the Lemay Avenue trail underpass. Bicycle Level of Service Appendix I shows a map of the area that is within 1320 feet of the Crowne at Suniga development. The future trail to the north of the site and Sugar Beet Park to the south are the only bicycle destination within 1320 feet of the Crowne at Suniga development. The Bicycle LOS Worksheet is provided in Appendix I. The minimum level of service for this site is C. This site is connected to bike lanes on Lemay Avenue, Suniga Road, and Lindenmeiere Road. Therefore, it is concluded that level of service A can be achieved. Transit Level of Service This area of Fort Collins is served by Transfort Routes 8 and 81. DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 31 IV. CONCLUSIONS This study assessed the impacts of the Crowne at Suniga on the street system in the vicinity of the proposed development in the short range (2027) and long range (2045) futures. As a result of this analysis, the following is concluded: - The development of the Crowne at Suniga is feasible from a traffic engineering standpoint. The Crowne at Suniga development will generate approximately 1,786 daily trips, 106 morning peak hour trip ends, and 135 afternoon peak hour trip ends. - Current operation at the Lemay/Conifer, Suniga/Lemay, Suniga/Lindenmeier, and Suniga/Redwood intersections meet the City of Fort Collins Motor Vehicle LOS standards with existing control and geometry in the morning and afternoon peak hours. At the Lemay/Conifer intersection, the calculated delay for the eastbound left-turn lane will be commensurate with level of service E in the afternoon peak hour. - The signal at the Lemay/Suniga intersection will be activated in the fourth quarter of 2022. The Lemay/Conifer and Suniga/Lindenmeier intersections will not meet the peak hour warrant in the morning or afternoon peak hours in the long range (2045) future. The Suniga/Redwood intersection will meet the peak hour warrant in the afternoon peak hour in the long range (2045) future. - In the short range (2027) future, given the development of the Crowne at Suniga and an increase in background traffic, the Lemay/Conifer, Lemay/Site Access (Right-in/Right-out), Suniga/Lemay, Suniga/Lindenmeier, Suniga/ Redwood, and Lindenmeier/Site Access intersections will meet the Fort Collins criteria with regard to operation using the existing geometry and a signal at the Lemay/Suniga intersection. - In the long range (2045) future, given development of the Crowne at Suniga and an increase in background traffic, the Lemay/Conifer, Lemay/Site Access (Right- in/Right-out), Suniga/Lemay, Suniga/Lindenmeier, Suniga/Redwood, and Lindenmeier/Site Access intersections will meet the Fort Collins criteria with regard to operation using the proposed geometry and a signal at the Lemay/Suniga and Suniga/Redwood intersections. The Suniga/Redwood intersection will not meet the Fort Collins criteria with stop sign control. At the Lemay/Conifer intersection, the calculated delay for the eastbound left-turn lane will be commensurate with level of service F in the morning and afternoon peak hours. At the Suniga/ Lindenmeier intersection, the calculated delay for the northbound approach will be commensurate with level of service F in the afternoon peak hour. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets. DELICH Crowne at Suniga TIS, June 2023 ASSOCIATES Page 32 - Figure 13 shows a schematic of the short range (2027) geometry. This is existing geometry at the existing Lemay/Conifer, Suniga/Lemay, Suniga/Lindenmeier, and Suniga/Redwood intersections. The Lemay/Site Access and Lindenmeier/Site Access intersections are future intersections. The existing median on Lemay Avenue will be extended to the north to restrict the Lemay/Site Access intersection to right-in/right-out. - Figure 14 shows a schematic of the long range (2045) geometry. This is existing geometry at the Lemay/Conifer and Suniga/Lindenmeier intersections. A northbound and southbound right-turn lane is required at the Suniga/Redwood intersection in the long range future, as recommended in the “Enclave at Redwood Traffic Impact Study.” The Lemay/Suniga intersection will have an east leg in the long range future. The long range (2045) geometry figure includes the auxiliary lane lengths. - Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area, except for continuity to Sugar Beet Park and the residential area to the south. The practical limits of pedestrian improvements would be on the Crowne at Suniga site, along the east side of Lindenmeier Road, and a connection from the proposed sidewalk to the existing sidewalk at the Lemay Avenue trail underpass. APPENDIX A 1 2 3 4 5 APPENDIX B 6 D E L I C H A S S O C I A T E S 2 2 7 2 G L E N H A V E N D R I V E L O V E L A N D , C O 8 0 5 3 8 P h o n e : ( 9 7 0 ) 6 6 9 - 2 0 6 1 TA B U L A R S U M M A R Y O F V E H I C L E C O U N T S Da t e : 10 / 5 / 2 0 2 2 O b s e r v e r : Vi c k i e Da y : We d n e s d a y Ju r i s d i c t i o n : Fo r t C o l l i n s R = r i g h t t u r n In t e r s e c t i o n : Le m a y / C o n i f e r S = s t r a i g h t L = l e f t t u r n Ti m e N o r t h b o u n d : Le m a y S o u t h b o u n d : Le m a y To t a l E a s t b o u n d : Co n i f e r W e s t b o u n d : To t a l To t a l Be g i n s L S R To t a l L S R To t a l no r t h / s o u t h L S R To t a l L S R To t a l ea s t / w e s t Al l 7: 0 0 11 19 30 72 8 80 11 0 4 15 19 0 19 12 9 7: 1 5 21 37 58 98 5 10 3 16 1 1 25 26 0 26 18 7 7: 3 0 15 45 60 14 9 15 16 4 22 4 10 22 32 0 32 25 6 7: 4 5 27 71 98 13 0 23 15 3 25 1 8 26 34 0 34 28 5 # 8: 0 0 27 59 86 10 9 7 11 6 20 2 2 23 25 0 25 22 7 # 8: 1 5 18 73 91 12 0 14 13 4 22 5 12 17 29 0 29 25 4 # 8: 3 0 21 72 93 13 3 15 14 8 24 1 3 16 19 0 19 26 0 # 8: 4 5 17 60 77 13 0 8 13 8 21 5 4 14 18 0 18 23 3 # 7: 4 5 - 8 : 4 5 93 27 5 0 36 8 0 49 2 59 55 1 91 9 25 0 82 10 7 0 0 0 0 10 7 10 2 6 PH F 0. 8 6 0. 9 4 n/ a 0. 9 4 n/ a 0. 9 2 0. 6 4 0. 9 0. 9 2 0. 5 2 n/ a 0. 7 9 0. 7 9 n/ a n/ a n/ a n/ a 0. 7 9 0. 9 4: 0 0 23 15 2 17 5 76 4 80 25 5 12 32 44 0 44 29 9 4: 1 5 34 14 3 17 7 79 8 87 26 4 4 41 45 0 45 30 9 4: 3 0 34 14 5 17 9 72 11 83 26 2 10 37 47 0 47 30 9 4: 4 5 47 17 4 22 1 94 12 10 6 32 7 14 32 46 0 46 37 3 # 5: 0 0 30 16 9 19 9 87 8 95 29 4 14 26 40 0 40 33 4 # 5: 1 5 35 19 9 23 4 10 2 15 11 7 35 1 8 23 31 0 31 38 2 # 5: 3 0 35 18 2 21 7 85 13 98 31 5 14 29 43 0 43 35 8 # 5: 4 5 36 13 7 17 3 81 9 90 26 3 5 27 32 0 32 29 5 # 4: 4 5 - 5 : 4 5 14 7 72 4 0 87 1 0 36 8 48 41 6 12 8 7 50 0 11 0 16 0 0 0 0 0 16 0 14 4 7 PH F 0. 7 8 0. 9 1 n/ a 0. 9 3 n/ a 0. 9 0. 8 0. 8 9 0. 9 2 0. 8 9 n/ a 0. 8 6 0. 8 7 n/ a n/ a n/ a n/ a 0. 8 7 0. 9 5 7 D E L I C H A S S O C I A T E S 2 2 7 2 G L E N H A V E N D R I V E L O V E L A N D , C O 8 0 5 3 8 P h o n e : ( 9 7 0 ) 6 6 9 - 2 0 6 1 TA B U L A R S U M M A R Y O F V E H I C L E C O U N T S Da t e : 10 / 4 / 2 0 2 2 O b s e r v e r : Vi c k i e Da y : Tu e s d a y Ju r i s d i c t i o n : Fo r t C o l l i n s R = r i g h t t u r n In t e r s e c t i o n : Le m a y / S u n i g a S = s t r a i g h t L = l e f t t u r n Ti m e N o r t h b o u n d : Le m a y S o u t h b o u n d : Le m a y To t a l E a s t b o u n d : Su n i g a W e s t b o u n d : To t a l To t a l Be g i n s L S R To t a l L S R To t a l no r t h / s o u t h L S R To t a l L S R To t a l ea s t / w e s t Al l 7: 0 0 20 51 71 10 0 4 10 4 17 5 4 22 26 0 26 20 1 7: 1 5 18 53 71 16 4 3 16 7 23 8 6 35 41 0 41 27 9 7: 3 0 17 99 11 6 19 6 4 20 0 31 6 4 34 38 0 38 35 4 7: 4 5 22 94 11 6 16 1 3 16 4 28 0 3 33 36 0 36 31 6 # 8: 0 0 24 10 8 13 2 13 0 7 13 7 26 9 5 21 26 0 26 29 5 # 8: 1 5 17 69 86 12 3 9 13 2 21 8 3 16 19 0 19 23 7 # 8: 3 0 22 87 10 9 15 4 6 16 0 26 9 4 21 25 0 25 29 4 # 8: 4 5 18 10 6 12 4 12 1 2 12 3 24 7 3 23 26 0 26 27 3 # 7: 1 5 - 8 : 1 5 81 35 4 0 43 5 0 65 1 17 66 8 11 0 3 18 0 12 3 14 1 0 0 0 0 14 1 12 4 4 PH F 0. 8 4 0. 8 2 n/ a 0. 8 2 n/ a 0. 8 3 0. 6 1 0. 8 4 0. 8 7 0. 7 5 n/ a 0. 8 8 0. 8 6 n/ a n/ a n/ a n/ a 0. 8 6 0. 8 8 4: 0 0 30 15 7 18 7 12 4 3 12 7 31 4 5 27 32 0 32 34 6 4: 1 5 38 19 7 23 5 10 6 3 10 9 34 4 7 34 41 0 41 38 5 4: 3 0 35 19 4 22 9 12 0 3 12 3 35 2 5 35 40 0 40 39 2 4: 4 5 22 19 9 22 1 10 2 5 10 7 32 8 4 22 26 0 26 35 4 # 5: 0 0 41 20 3 24 4 11 2 6 11 8 36 2 8 27 35 0 35 39 7 # 5: 1 5 20 21 5 23 5 10 0 5 10 5 34 0 4 25 29 0 29 36 9 # 5: 3 0 33 20 4 23 7 10 7 4 11 1 34 8 4 14 18 0 18 36 6 # 5: 4 5 29 13 7 16 6 93 2 95 26 1 7 25 32 0 32 29 3 # 4: 1 5 - 5 : 1 5 13 6 79 3 0 92 9 0 44 0 17 45 7 13 8 6 24 0 11 8 14 2 0 0 0 0 14 2 15 2 8 PH F 0. 8 3 0. 9 8 n/ a 0. 9 5 n/ a 0. 9 2 0. 7 1 0. 9 3 0. 9 6 0. 7 5 n/ a 0. 8 4 0. 8 7 n/ a n/ a n/ a n/ a 0. 8 7 0. 9 6 8 D E L I C H A S S O C I A T E S 2 2 7 2 G L E N H A V E N D R I V E L O V E L A N D , C O 8 0 5 3 8 P h o n e : ( 9 7 0 ) 6 6 9 - 2 0 6 1 TA B U L A R S U M M A R Y O F V E H I C L E C O U N T S Da t e : 9/ 2 2 / 2 0 2 2 O b s e r v e r : Vi c k i e Da y : Th u r s d a y Ju r i s d i c t i o n : Fo r t C o l l i n s R = r i g h t t u r n In t e r s e c t i o n : Su n i g a / L i n d e n m e i e r S = s t r a i g h t L = l e f t t u r n Ti m e N o r t h b o u n d : Li n d e n m e i e r S o u t h b o u n d : Li n d e n m e i e r To t a l E a s t b o u n d : Su n i g a W e s t b o u n d : Su n i g a To t a l To t a l Be g i n s L S R To t a l L S R To t a l no r t h / s o u t h L S R To t a l L S R To t a l ea s t / w e s t Al l 7: 0 0 0 0 1 1 0 0 0 0 1 2 19 0 21 3 13 0 16 37 38 7: 1 5 0 0 3 3 0 0 0 0 3 0 27 0 27 1 14 0 15 42 45 7: 3 0 1 0 0 1 0 1 0 1 2 0 30 0 30 2 16 1 19 49 51 7: 4 5 2 0 0 2 0 1 0 1 3 0 26 1 27 2 16 2 20 47 50 # 8: 0 0 6 0 5 11 0 1 0 1 12 0 17 0 17 4 27 1 32 49 61 # 8: 1 5 1 0 2 3 1 0 0 1 4 0 21 0 21 0 19 2 21 42 46 # 8: 3 0 0 0 2 2 0 0 0 0 2 0 24 2 26 3 15 2 20 46 48 # 8: 4 5 2 0 0 2 0 0 0 0 2 0 22 2 24 5 22 1 28 52 54 # 8: 0 0 - 9 : 0 0 9 0 9 18 1 1 0 2 20 0 84 4 88 12 83 6 10 1 18 9 20 9 PH F 0. 3 8 n/ a 0. 4 5 0. 4 1 0. 2 5 0. 2 5 n/ a 0. 5 0. 4 2 n/ a 0. 8 8 0. 5 0. 8 5 0. 6 0. 7 7 0. 7 5 0. 7 9 0. 9 1 0. 8 6 4: 0 0 9 0 3 12 0 1 0 1 13 0 37 0 37 0 25 1 26 63 76 4: 1 5 6 0 4 10 0 0 0 0 10 0 18 1 19 5 34 0 39 58 68 4: 3 0 3 0 4 7 2 0 0 2 9 0 29 2 31 8 31 0 39 70 79 4: 4 5 2 0 4 6 0 0 0 0 6 0 20 3 23 4 21 0 25 48 54 # 5: 0 0 3 1 4 8 0 0 0 0 8 0 23 5 28 2 34 0 36 64 72 # 5: 1 5 2 0 4 6 0 0 1 1 7 0 17 2 19 4 31 0 35 54 61 # 5: 3 0 1 0 6 7 0 0 0 0 7 0 28 2 30 8 28 0 36 66 73 # 5: 4 5 2 0 2 4 1 0 0 1 5 0 19 1 20 2 27 0 29 49 54 # 4: 0 0 - 5 : 0 0 20 0 15 35 2 1 0 3 38 0 10 4 6 11 0 17 11 1 1 12 9 23 9 27 7 PH F 0. 5 6 n/ a 0. 9 4 0. 7 3 0. 2 5 0. 2 5 n/ a 0. 3 8 0. 7 3 n/ a 0. 7 0. 5 0. 7 4 0. 5 3 0. 8 2 0. 2 5 0. 8 3 0. 8 5 0. 8 8 9 D E L I C H A S S O C I A T E S 2 2 7 2 G L E N H A V E N D R I V E L O V E L A N D , C O 8 0 5 3 8 P h o n e : ( 9 7 0 ) 6 6 9 - 2 0 6 1 TA B U L A R S U M M A R Y O F V E H I C L E C O U N T S Da t e : 10 / 4 / 2 0 2 2 O b s e r v e r : Vi c k i e Da y : Tu e s d a y Ju r i s d i c t i o n : Fo r t C o l l i n s R = r i g h t t u r n In t e r s e c t i o n : Su n i g a / R e d w o o d S = s t r a i g h t L = l e f t t u r n Ti m e N o r t h b o u n d : Re d w o o d S o u t h b o u n d : Re d w o o d To t a l E a s t b o u n d : Su n i g a W e s t b o u n d : Su n i g a To t a l To t a l Be g i n s L S R To t a l L S R To t a l no r t h / s o u t h L S R To t a l L S R To t a l ea s t / w e s t Al l 7: 0 0 0 0 0 0 1 7 0 8 8 1 19 1 21 2 9 7 18 39 47 7: 1 5 0 3 3 6 10 16 0 26 32 0 20 1 21 0 10 4 14 35 67 7: 3 0 1 5 0 6 12 11 2 25 31 1 23 3 27 1 7 6 14 41 72 7: 4 5 2 9 2 13 5 21 1 27 40 0 21 3 24 3 14 6 23 47 87 # 8: 0 0 1 3 4 8 4 14 0 18 26 1 17 3 21 2 14 7 23 44 70 # 8: 1 5 2 3 1 6 4 13 0 17 23 0 11 1 12 3 11 12 26 38 61 # 8: 3 0 1 3 2 6 7 11 1 19 25 0 4 2 6 6 7 5 18 24 49 # 8: 4 5 2 6 0 8 7 18 1 26 34 1 16 2 19 3 13 5 21 40 74 # 7: 1 5 - 8 : 1 5 4 20 9 33 31 62 3 96 12 9 2 81 10 93 6 45 23 74 16 7 29 6 PH F 0. 5 0. 5 6 0. 5 6 0. 6 3 0. 6 5 0. 7 4 0. 3 8 0. 8 9 0. 8 1 0. 5 0. 8 8 0. 8 3 0. 8 6 0. 5 0. 8 0. 8 2 0. 8 0. 8 9 0. 8 5 4: 0 0 3 18 2 23 2 13 1 16 39 1 13 3 17 7 17 5 29 46 85 4: 1 5 4 18 1 23 5 16 1 22 45 2 24 1 27 2 15 6 23 50 95 4: 3 0 0 18 1 19 8 17 0 25 44 3 18 6 27 4 24 7 35 62 10 6 4: 4 5 4 13 1 18 5 14 3 22 40 1 11 1 13 2 29 4 35 48 88 # 5: 0 0 5 10 1 16 2 9 0 11 27 3 15 4 22 5 28 9 42 64 91 # 5: 1 5 1 16 2 19 8 12 0 20 39 1 16 2 19 6 31 6 43 62 10 1 # 5: 3 0 2 8 3 13 7 15 0 22 35 1 20 2 23 2 23 2 27 50 85 # 5: 4 5 1 13 2 16 4 11 2 17 33 0 16 3 19 3 29 7 39 58 91 # 4: 3 0 - 5 : 3 0 10 57 5 72 23 52 3 78 15 0 8 60 13 81 17 11 2 26 15 5 23 6 38 6 PH F 0. 5 0. 7 9 0. 6 3 0. 9 5 0. 7 2 0. 7 6 0. 2 5 0. 7 8 0. 8 5 0. 6 7 0. 8 3 0. 5 4 0. 7 5 0. 7 1 0. 9 0. 7 2 0. 9 0. 9 2 0. 9 1 10 APPENDIX C 11 HCM 6th TWSC 1: Lemay & Conifer Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 25 89 94 276 532 59 Future Vol, veh/h 25 89 94 276 532 59 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 28 99 104 307 591 66 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1106 591 657 0 - 0 Stage 1 591 ----- Stage 2 515 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 233 507 931 - - - Stage 1 553 ----- Stage 2 600 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 207 507 931 - - - Mov Cap-2 Maneuver 339 ----- Stage 1 491 ----- Stage 2 600 ----- Approach EB NB SB HCM Control Delay, s 14.4 2.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)931 - 339 507 - - HCM Lane V/C Ratio 0.112 - 0.082 0.195 - - HCM Control Delay (s) 9.4 - 16.6 13.8 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0.4 - 0.3 0.7 - - 12 HCM 6th TWSC 1: Lemay & Conifer Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 50 108 142 702 360 48 Future Vol, veh/h 50 108 142 702 360 48 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 53 114 149 739 379 51 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1416 379 430 0 - 0 Stage 1 379 ----- Stage 2 1037 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 151 668 1129 - - - Stage 1 692 ----- Stage 2 342 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 131 668 1129 - - - Mov Cap-2 Maneuver 252 ----- Stage 1 601 ----- Stage 2 342 ----- Approach EB NB SB HCM Control Delay, s 15.1 1.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1129 - 252 668 - - HCM Lane V/C Ratio 0.132 - 0.209 0.17 - - HCM Control Delay (s) 8.7 - 23 11.5 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0.5 - 0.8 0.6 - - 13 HCM 6th TWSC 3: Lemay & Suniga Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 103 78 352 605 16 Future Vol, veh/h 18 103 78 352 605 16 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 22222 Mvmt Flow 20 117 89 400 688 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1066 344 706 0 - 0 Stage 1 688 ----- Stage 2 378 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 217 652 888 - - - Stage 1 460 ----- Stage 2 663 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 195 652 888 - - - Mov Cap-2 Maneuver 195 ----- Stage 1 414 ----- Stage 2 663 ----- Approach EB NB SB HCM Control Delay, s 13.8 1.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)888 - 195 652 - - HCM Lane V/C Ratio 0.1 - 0.105 0.18 - - HCM Control Delay (s) 9.5 - 25.6 11.7 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0.3 - 0.3 0.7 - - 14 HCM 6th TWSC 3: Lemay & Suniga Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 25 96 128 819 451 17 Future Vol, veh/h 25 96 128 819 451 17 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 22222 Mvmt Flow 26 100 133 853 470 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1163 235 488 0 - 0 Stage 1 470 ----- Stage 2 693 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 188 767 1071 - - - Stage 1 595 ----- Stage 2 457 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 165 767 1071 - - - Mov Cap-2 Maneuver 165 ----- Stage 1 521 ----- Stage 2 457 ----- Approach EB NB SB HCM Control Delay, s 14.6 1.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1071 - 165 767 - - HCM Lane V/C Ratio 0.124 - 0.158 0.13 - - HCM Control Delay (s) 8.8 - 30.9 10.4 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0.4 - 0.5 0.4 - - 15 HCM 6th TWSC 4: Lindenmeier & Suniga Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 108 4 11 77 6 9 0 12 1 1 0 Future Vol, veh/h 0 108 4 11 77 6 9 0 12 1 1 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 126 5 13 90 7 10 0 14 1 1 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 97 0 0 131 0 0 201 252 66 183 251 49 Stage 1 ------129129-120120- Stage 2 ------72123-63131- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1494 - - 1452 - - 739 650 984 761 651 1009 Stage 1 ------861788-872796- Stage 2 ------929793-941787- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1494 - - 1452 - - 733 644 984 745 645 1009 Mov Cap-2 Maneuver ------733644-745645- Stage 1 ------861788-872789- Stage 2 ------919786-928787- Approach EB WB NB SB HCM Control Delay, s 0 0.9 9.3 10.2 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)858 1494 - - 1452 - - 691 HCM Lane V/C Ratio 0.028 - - - 0.009 - - 0.003 HCM Control Delay (s) 9.3 0 - - 7.5 - - 10.2 HCM Lane LOS A A - - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 16 HCM 6th TWSC 4: Lindenmeier & Suniga Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 104 6 19 125 1 20 0 15 2 1 0 Future Vol, veh/h 0 104 6 19 125 1 20 0 15 2 1 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 118 7 22 142 1 23 0 17 2 1 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 143 0 0 125 0 0 238 309 63 246 312 72 Stage 1 ------122122-187187- Stage 2 ------116187-59125- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1437 - - 1459 - - 696 604 988 687 602 975 Stage 1 ------869794-797744- Stage 2 ------876744-946792- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1437 - - 1459 - - 687 595 988 667 593 975 Mov Cap-2 Maneuver ------687595-667593- Stage 1 ------869794-797733- Stage 2 ------861733-930792- Approach EB WB NB SB HCM Control Delay, s 0 1 9.8 10.7 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)790 1437 - - 1459 - - 640 HCM Lane V/C Ratio 0.05 - - - 0.015 - - 0.005 HCM Control Delay (s) 9.8 0 - - 7.5 - - 10.7 HCM Lane LOS A A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 17 HCM 6th TWSC 5: Redwood & Suniga Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 75 10 6 52 28 4 20 8 29 32 3 Future Vol, veh/h 2 75 10 6 52 28 4 20 8 29 32 3 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 88 12 7 61 33 5 24 9 34 38 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 94 0 0 100 0 0 162 206 50 152 196 47 Stage 1 ------9898-9292- Stage 2 ------64108-60104- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1498 - - 1490 - - 788 690 1008 801 698 1012 Stage 1 ------898813-905818- Stage 2 ------939805-944808- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1498 - - 1490 - - 749 686 1008 769 694 1012 Mov Cap-2 Maneuver ------749686-769694- Stage 1 ------897812-904814- Stage 2 ------888801-907807- Approach EB WB NB SB HCM Control Delay, s 0.2 0.5 10 10.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)754 1498 - - 1490 - - 737 HCM Lane V/C Ratio 0.05 0.002 - - 0.005 - - 0.102 HCM Control Delay (s) 10 7.4 - - 7.4 - - 10.4 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 18 HCM 6th TWSC 5: Redwood & Suniga Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 75 13 16 105 24 10 57 6 29 52 3 Future Vol, veh/h 8 75 13 16 105 24 10 57 6 29 52 3 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 82 14 18 115 26 11 63 7 32 57 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 141 0 0 96 0 0 229 284 48 255 278 71 Stage 1 ------107107-164164- Stage 2 ------122177-91114- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1440 - - 1496 - - 707 624 1011 677 629 977 Stage 1 ------887806-822761- Stage 2 ------869752-906800- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1440 - - 1496 - - 645 613 1011 611 618 977 Mov Cap-2 Maneuver ------645613-611618- Stage 1 ------882801-817752- Stage 2 ------791743-825795- Approach EB WB NB SB HCM Control Delay, s 0.6 0.8 11.5 11.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)638 1440 - - 1496 - - 624 HCM Lane V/C Ratio 0.126 0.006 - - 0.012 - - 0.148 HCM Control Delay (s) 11.5 7.5 - - 7.4 - - 11.8 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0.5 19 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 20 Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page 4-23 Adopted by Larimer County, City of Loveland, City of Fort Collins Table 4-2 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach leg Any Movement Signalized D1 E E2 Unsignalized Arterial / Arterial Collector / Collector E3 F4 Unsignalized Arterial / Collector Arterial / Local Collector / Local Local / Local D3 F4 Roundabout E 3,5 E54 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighted average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 21 APPENDIX D 22 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 AM 1 9 1 5 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 2 1 1 5 V P H EB A M 4 5 V P H EB P M 7 0 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . LO N G R A N G E ( 2 0 4 5 ) T O T A L P E A K H O U R W A R R A N T A T L E M A Y / C O N I F E R MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 AM 1 9 1 5 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 2 1 1 5 V P H EB A M 4 5 V P H EB P M 7 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 AM 1 9 1 5 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 2 1 1 5 V P H EB A M 4 5 V P H EB P M 7 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 AM 1 9 1 5 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 2 1 1 5 V P H EB A M 4 5 V P H EB P M 7 0 V P H 23 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 3 8 0 V P H NB A M 5 0 V P H NB P M 9 0 V P H SB A M 9 5 V P H SB P M 6 5 V P H AM 1 1 0 0 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . LO N G R A N G E ( 2 0 4 5 ) T O T A L P E A K H O U R W A R R A N T A T S U N I G A / L I N D E N M E I E R MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 3 8 0 V P H NB A M 5 0 V P H NB P M 9 0 V P H SB A M 9 5 V P H SB P M 6 5 V P H AM 1 1 0 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 3 8 0 V P H NB A M 5 0 V P H NB P M 9 0 V P H SB A M 9 5 V P H SB P M 6 5 V P H AM 1 1 0 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 3 8 0 V P H NB A M 5 0 V P H NB P M 9 0 V P H SB A M 9 5 V P H SB P M 6 5 V P H AM 1 1 0 0 V P H 24 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 3 7 0 V P H NB A M 8 5 V P H NB P M 2 3 0 V P H SB A M 9 5 V P H SB P M 1 2 5 V P H AM 1 1 4 5 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . LO N G R A N G E ( 2 0 4 5 ) T O T A L P E A K H O U R W A R R A N T A T S U N I G A / R E D W O O D MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 3 7 0 V P H NB A M 8 5 V P H NB P M 2 3 0 V P H SB A M 9 5 V P H SB P M 1 2 5 V P H AM 1 1 4 5 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 3 7 0 V P H NB A M 8 5 V P H NB P M 2 3 0 V P H SB A M 9 5 V P H SB P M 1 2 5 V P H AM 1 1 4 5 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 3 7 0 V P H NB A M 8 5 V P H NB P M 2 3 0 V P H SB A M 9 5 V P H SB P M 1 2 5 V P H AM 1 1 4 5 V P H 25 APPENDIX E 26 HCM 6th TWSC 1: Lemay & Conifer Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 32 98 104 314 592 66 Future Vol, veh/h 32 98 104 314 592 66 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 36 109 116 349 658 73 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1239 658 731 0 - 0 Stage 1 658 ----- Stage 2 581 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 194 464 873 - - - Stage 1 515 ----- Stage 2 559 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 168 464 873 - - - Mov Cap-2 Maneuver 302 ----- Stage 1 447 ----- Stage 2 559 ----- Approach EB NB SB HCM Control Delay, s 15.9 2.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)873 - 302 464 - - HCM Lane V/C Ratio 0.132 - 0.118 0.235 - - HCM Control Delay (s) 9.8 - 18.5 15.1 - - HCM Lane LOS A - C C - - HCM 95th %tile Q(veh) 0.5 - 0.4 0.9 - - 27 HCM 6th TWSC 1: Lemay & Conifer Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 57 119 157 781 407 57 Future Vol, veh/h 57 119 157 781 407 57 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 60 125 165 822 428 60 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1580 428 488 0 - 0 Stage 1 428 ----- Stage 2 1152 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 120 627 1075 - - - Stage 1 657 ----- Stage 2 301 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 102 627 1075 - - - Mov Cap-2 Maneuver 219 ----- Stage 1 556 ----- Stage 2 301 ----- Approach EB NB SB HCM Control Delay, s 17.2 1.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1075 - 219 627 - - HCM Lane V/C Ratio 0.154 - 0.274 0.2 - - HCM Control Delay (s) 9 - 27.5 12.2 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0.5 - 1.1 0.7 - - 28 HCM 6th TWSC 2: Lemay & Site Access Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 11 0 418 679 3 Future Vol, veh/h 0 11 0 418 679 3 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 13 0 492 799 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 801 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.23 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.319 ---- Pot Cap-1 Maneuver 0 384 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 384 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 14.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 384 - - HCM Lane V/C Ratio - 0.034 - - HCM Control Delay (s) - 14.7 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - 29 HCM 6th TWSC 2: Lemay & Site Access Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 8 0 938 518 6 Future Vol, veh/h 0 8 0 938 518 6 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 9 0 1104 609 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 613 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.23 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.319 ---- Pot Cap-1 Maneuver 0 492 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 492 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 12.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 492 - - HCM Lane V/C Ratio - 0.019 - - HCM Control Delay (s) - 12.5 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - 30 HCM 6th Signalized Intersection Summary 3: Lemay & Suniga Short Background AM Synchro 11 Light Report Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 29 180 115 389 668 22 Future Volume (veh/h) 29 180 115 389 668 22 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 33 6 131 442 759 17 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %222222 Cap, veh/h 64 57 658 3044 2650 1182 Arrive On Green 0.04 0.04 0.06 0.86 0.75 0.75 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 33 6 131 442 759 17 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 1.5 0.3 1.1 1.7 5.8 0.2 Cycle Q Clear(g_c), s 1.5 0.3 1.1 1.7 5.8 0.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 64 57 658 3044 2650 1182 V/C Ratio(X) 0.52 0.11 0.20 0.15 0.29 0.01 Avail Cap(c_a), veh/h 630 560 887 3044 2650 1182 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.5 39.0 1.8 1.0 3.4 2.7 Incr Delay (d2), s/veh 6.4 0.8 0.1 0.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.3 0.2 0.2 1.6 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.0 39.8 1.9 1.1 3.7 2.8 LnGrp LOS D D AAAA Approach Vol, veh/h 39 573 776 Approach Delay, s/veh 45.0 1.3 3.7 Approach LOS D A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 76.0 7.5 9.3 66.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 71.5 29.5 15.5 51.5 Max Q Clear Time (g_c+I1), s 3.7 3.5 3.1 7.8 Green Ext Time (p_c), s 3.4 0.1 0.2 6.4 Intersection Summary HCM 6th Ctrl Delay 3.9 HCM 6th LOS A 31 Timing Report, Sorted By Phase 3: Lemay & Suniga Short Background AM Synchro 11 Light Report Phase Number 2456 Movement NBTL EBL NBL SBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode Max None None Max Maximum Split (s)76 34 20 56 Maximum Split (%) 69.1% 30.9% 18.2% 50.9% Minimum Split (s)22.5 22.5 9.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)1111 Minimum Initial (s)5555 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)7 7 7 Flash Dont Walk (s)11 11 11 Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s)0 76 0 20 End Time (s)76 0 20 76 Yield/Force Off (s)71.5 105.5 15.5 71.5 Yield/Force Off 170(s) 60.5 94.5 15.5 60.5 Local Start Time (s)90 56 90 0 Local Yield (s)51.5 85.5 105.5 51.5 Local Yield 170(s)40.5 74.5 105.5 40.5 Intersection Summary Cycle Length 110 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 3: Lemay & Suniga 32 Queues 3: Lemay & Suniga Short Background AM Synchro 11 Light Report Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 33 205 131 442 759 25 v/c Ratio 0.21 0.63 0.23 0.15 0.31 0.02 Control Delay 40.3 15.0 2.9 2.1 6.5 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.3 15.0 2.9 2.1 6.5 2.5 Queue Length 50th (ft) 17 0 10 18 75 0 Queue Length 95th (ft) 44 58 26 38 127 8 Internal Link Dist (ft) 605 305 340 Turn Bay Length (ft) 250 250 Base Capacity (vph) 591 665 687 2866 2411 1086 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.06 0.31 0.19 0.15 0.31 0.02 Intersection Summary 33 HCM 6th Signalized Intersection Summary 3: Lemay & Suniga Short Background PM Synchro 11 Light Report Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 34 150 220 904 498 28 Future Volume (veh/h) 34 150 220 904 498 28 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 35 5 229 942 519 22 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %222222 Cap, veh/h 61 55 802 3090 2730 1218 Arrive On Green 0.03 0.03 0.05 0.87 0.77 0.77 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 35 5 229 942 519 22 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 1.8 0.3 2.2 4.4 3.7 0.3 Cycle Q Clear(g_c), s 1.8 0.3 2.2 4.4 3.7 0.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 61 55 802 3090 2730 1218 V/C Ratio(X) 0.57 0.09 0.29 0.30 0.19 0.02 Avail Cap(c_a), veh/h 561 499 1267 3090 2730 1218 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.6 43.8 1.6 1.1 2.9 2.6 Incr Delay (d2), s/veh 8.0 0.7 0.2 0.3 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.3 0.4 1.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.6 44.5 1.8 1.3 3.1 2.6 LnGrp LOS D D AAAA Approach Vol, veh/h 40 1171 541 Approach Delay, s/veh 51.6 1.4 3.1 Approach LOS D A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 86.0 7.7 9.5 76.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 81.5 29.5 29.5 47.5 Max Q Clear Time (g_c+I1), s 6.4 3.8 4.2 5.7 Green Ext Time (p_c), s 8.8 0.1 0.7 4.0 Intersection Summary HCM 6th Ctrl Delay 3.1 HCM 6th LOS A 34 Timing Report, Sorted By Phase 3: Lemay & Suniga Short Background PM Synchro 11 Light Report Phase Number 2456 Movement NBTL EBL NBL SBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode Max None None Max Maximum Split (s)86 34 34 52 Maximum Split (%) 71.7% 28.3% 28.3% 43.3% Minimum Split (s)22.5 22.5 9.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)1111 Minimum Initial (s)5555 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)7 7 7 Flash Dont Walk (s)11 11 11 Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s)0 86 0 34 End Time (s)86 0 34 86 Yield/Force Off (s)81.5 115.5 29.5 81.5 Yield/Force Off 170(s) 70.5 104.5 29.5 70.5 Local Start Time (s)86 52 86 0 Local Yield (s)47.5 81.5 115.5 47.5 Local Yield 170(s)36.5 70.5 115.5 36.5 Intersection Summary Cycle Length 120 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 3: Lemay & Suniga 35 Queues 3: Lemay & Suniga Short Background PM Synchro 11 Light Report Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 35 156 229 942 519 29 v/c Ratio 0.25 0.58 0.31 0.32 0.21 0.03 Control Delay 46.6 16.3 2.9 2.4 5.7 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.6 16.3 2.9 2.4 5.7 2.2 Queue Length 50th (ft) 21 0 19 48 50 0 Queue Length 95th (ft) 52 59 42 87 88 9 Internal Link Dist (ft) 605 305 360 Turn Bay Length (ft) 250 250 Base Capacity (vph) 531 584 951 2934 2482 1118 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.07 0.27 0.24 0.32 0.21 0.03 Intersection Summary 36 HCM 6th TWSC 4: Lindenmeier & Suniga Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 183 14 12 112 13 15 3 13 13 9 9 Future Vol, veh/h 4 183 14 12 112 13 15 3 13 13 9 9 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 213 16 14 130 15 17 3 15 15 10 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 145 0 0 229 0 0 329 404 115 284 405 73 Stage 1 ------231231-166166- Stage 2 ------98173-118239- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1435 - - 1336 - - 600 534 916 646 533 974 Stage 1 ------751712-820760- Stage 2 ------898755-874706- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1435 - - 1336 - - 578 527 916 625 526 974 Mov Cap-2 Maneuver ------578527-625526- Stage 1 ------749710-818752- Stage 2 ------867747-852704- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 10.6 10.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)676 1435 - - 1336 - - 657 HCM Lane V/C Ratio 0.053 0.003 - - 0.01 - - 0.055 HCM Control Delay (s) 10.6 7.5 - - 7.7 - - 10.8 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.2 37 HCM 6th TWSC 4: Lindenmeier & Suniga Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 157 16 21 212 15 35 7 17 10 6 6 Future Vol, veh/h 9 157 16 21 212 15 35 7 17 10 6 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 22222222222 Mvmt Flow 10 178 18 24 241 17 40 8 19 11 7 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 258 0 0 196 0 0 379 513 98 411 514 129 Stage 1 ------207207-298298- Stage 2 ------172306-113216- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1304 - - 1374 - - 553 463 939 525 463 897 Stage 1 ------776729-686666- Stage 2 ------813660-880723- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1304 - - 1374 - - 532 451 939 498 451 897 Mov Cap-2 Maneuver ------532451-498451- Stage 1 ------770723-681655- Stage 2 ------784649-846717- Approach EB WB NB SB HCM Control Delay, s 0.4 0.6 11.8 11.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)593 1304 - - 1374 - - 549 HCM Lane V/C Ratio 0.113 0.008 - - 0.017 - - 0.046 HCM Control Delay (s) 11.8 7.8 - - 7.7 - - 11.9 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 0.1 38 HCM 6th TWSC 5: Redwood & Suniga Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 115 11 52 135 40 4 25 27 36 77 20 Future Vol, veh/h 7 115 11 52 135 40 4 25 27 36 77 20 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 8 135 13 61 159 47 5 29 32 42 91 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 206 0 0 148 0 0 405 486 74 403 469 103 Stage 1 ------158158-305305- Stage 2 ------247328-98164- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1363 - - 1431 - - 530 480 973 532 491 932 Stage 1 ------828766-680661- Stage 2 ------735646-898761- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1363 - - 1431 - - 424 456 973 471 467 932 Mov Cap-2 Maneuver ------424456-471467- Stage 1 ------823761-676633- Stage 2 ------588618-830756- Approach EB WB NB SB HCM Control Delay, s 0.4 1.7 11.6 15.3 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)609 1363 - - 1431 - - 506 HCM Lane V/C Ratio 0.108 0.006 - - 0.043 - - 0.309 HCM Control Delay (s) 11.6 7.7 - - 7.6 - - 15.3 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 1.3 39 HCM 6th TWSC 5: Redwood & Suniga Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 6.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 163 14 50 171 32 11 73 52 42 62 12 Future Vol, veh/h 26 163 14 50 171 32 11 73 52 42 62 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 29 179 15 55 188 35 12 80 57 46 68 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 223 0 0 194 0 0 483 578 97 504 568 112 Stage 1 ------245245-316316- Stage 2 ------238333-188252- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1343 - - 1377 - - 467 425 940 451 431 920 Stage 1 ------737702-670654- Stage 2 ------744642-796697- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1343 - - 1377 - - 383 399 940 342 405 920 Mov Cap-2 Maneuver ------383399-342405- Stage 1 ------721687-655628- Stage 2 ------628616-646682- Approach EB WB NB SB HCM Control Delay, s 1 1.5 15 18.1 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)509 1343 - - 1377 - - 401 HCM Lane V/C Ratio 0.294 0.021 - - 0.04 - - 0.318 HCM Control Delay (s) 15 7.7 - - 7.7 - - 18.1 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 1.2 0.1 - - 0.1 - - 1.3 40 APPENDIX F 41 HCM 6th TWSC 1: Lemay & Conifer Long Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 4.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 45 140 250 510 1060 85 Future Vol, veh/h 45 140 250 510 1060 85 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 47 147 263 537 1116 89 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1911 558 1205 0 - 0 Stage 1 1116 ----- Stage 2 795 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 60 473 575 - - - Stage 1 275 ----- Stage 2 405 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 33 473 575 - - - Mov Cap-2 Maneuver 111 ----- Stage 1 149 ----- Stage 2 405 ----- Approach EB NB SB HCM Control Delay, s 26.6 5.4 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)575 - 111 473 - - HCM Lane V/C Ratio 0.458 - 0.427 0.312 - - HCM Control Delay (s) 16.4 - 59.7 16 - - HCM Lane LOS C - F C - - HCM 95th %tile Q(veh) 2.4 - 1.8 1.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 42 HCM 6th TWSC 1: Lemay & Conifer Long Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 4.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 70 280 275 1015 745 70 Future Vol, veh/h 70 280 275 1015 745 70 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 74 295 289 1068 784 74 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1896 392 858 0 - 0 Stage 1 784 ----- Stage 2 1112 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 61 607 779 - - - Stage 1 410 ----- Stage 2 276 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 38 607 779 - - - Mov Cap-2 Maneuver 139 ----- Stage 1 258 ----- Stage 2 276 ----- Approach EB NB SB HCM Control Delay, s 24.5 2.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)779 - 139 607 - - HCM Lane V/C Ratio 0.372 - 0.53 0.486 - - HCM Control Delay (s) 12.3 - 56.9 16.4 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 1.7 - 2.6 2.7 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 43 HCM 6th TWSC 2: Lemay & Site Access Long Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 0 760 1195 5 Future Vol, veh/h 0 10 0 760 1195 5 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 11 0 800 1258 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 632 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 423 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 423 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 13.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 423 - - HCM Lane V/C Ratio - 0.025 - - HCM Control Delay (s) - 13.7 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - 44 HCM 6th TWSC 2: Lemay & Site Access Long Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 0 1290 1020 5 Future Vol, veh/h 0 10 0 1290 1020 5 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 11 0 1358 1074 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 540 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 486 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 486 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 12.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 486 - - HCM Lane V/C Ratio - 0.022 - - HCM Control Delay (s) - 12.6 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - 45 HCM 6th Signalized Intersection Summary 3: Lemay & Suniga Long Background AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 285 175 175 305 150 170 565 40 105 995 105 Future Volume (veh/h) 45 285 175 175 305 150 170 565 40 105 995 105 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 300 7 184 321 5 179 595 5 111 1047 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 269 424 189 311 619 276 365 1881 839 523 1811 808 Arrive On Green 0.05 0.12 0.12 0.11 0.17 0.17 0.07 0.53 0.53 0.05 0.51 0.51 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 47 300 7 184 321 5 179 595 5 111 1047 6 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.1 7.6 0.4 8.1 7.7 0.2 4.4 8.8 0.1 2.7 19.1 0.2 Cycle Q Clear(g_c), s 2.1 7.6 0.4 8.1 7.7 0.2 4.4 8.8 0.1 2.7 19.1 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 269 424 189 311 619 276 365 1881 839 523 1811 808 V/C Ratio(X) 0.17 0.71 0.04 0.59 0.52 0.02 0.49 0.32 0.01 0.21 0.58 0.01 Avail Cap(c_a), veh/h 508 893 398 356 703 314 479 1881 839 557 1811 808 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.9 39.6 36.4 30.0 35.1 32.0 12.1 12.4 10.4 9.9 15.9 11.3 Incr Delay (d2), s/veh 0.3 2.2 0.1 2.0 0.7 0.0 1.0 0.4 0.0 0.2 1.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 3.4 0.1 3.6 3.3 0.1 1.7 3.5 0.0 1.0 7.7 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.2 41.8 36.5 32.0 35.7 32.0 13.1 12.9 10.4 10.1 17.3 11.3 LnGrp LOS CDDCDC BBBBBB Approach Vol, veh/h 354 510 779 1164 Approach Delay, s/veh 40.5 34.4 12.9 16.6 Approach LOS D C B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.2 54.0 14.6 15.7 11.1 52.2 9.5 20.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 49.5 12.5 23.5 12.5 43.5 17.5 18.5 Max Q Clear Time (g_c+I1), s 4.7 10.8 10.1 9.6 6.4 21.1 4.1 9.7 Green Ext Time (p_c), s 0.0 4.6 0.1 1.6 0.2 8.1 0.1 1.3 Intersection Summary HCM 6th Ctrl Delay 21.8 HCM 6th LOS C 46 Timing Report, Sorted By Phase 3: Lemay & Suniga Long Background AM Synchro 11 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s)11 54 17 28 17 48 22 23 Maximum Split (%) 10.0% 49.1% 15.5% 25.5% 15.5% 43.6% 20.0% 20.9% Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)11111111 Minimum Initial (s)55555555 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s)7 7 7 7 7 Flash Dont Walk (s)11 11 11 11 11 Dual Entry No Yes No Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)0 11 65 82 0 17 65 87 End Time (s)11 65 82 0 17 65 87 0 Yield/Force Off (s)6.5 60.5 77.5 105.5 12.5 60.5 82.5 105.5 Yield/Force Off 170(s) 6.5 49.5 77.5 94.5 12.5 49.5 71.5 94.5 Local Start Time (s)93 104 48 65 93 0 48 70 Local Yield (s)99.5 43.5 60.5 88.5 105.5 43.5 65.5 88.5 Local Yield 170(s)99.5 32.5 60.5 77.5 105.5 32.5 54.5 77.5 Intersection Summary Cycle Length 110 Control Type Actuated-Uncoordinated Natural Cycle 90 Splits and Phases: 3: Lemay & Suniga 47 Queues 3: Lemay & Suniga Long Background AM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 47 300 184 184 321 158 179 595 42 111 1047 111 v/c Ratio 0.17 0.59 0.48 0.57 0.39 0.31 0.58 0.34 0.05 0.24 0.64 0.13 Control Delay 26.0 45.0 10.1 34.1 35.6 4.3 18.0 16.6 0.1 11.2 24.2 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.0 45.0 10.1 34.1 35.6 4.3 18.0 16.6 0.1 11.2 24.2 0.3 Queue Length 50th (ft) 21 96 0 91 97 0 48 119 0 29 267 0 Queue Length 95th (ft) 48 140 59 149 143 32 94 175 0 59 386 0 Internal Link Dist (ft) 605 948 305 360 Turn Bay Length (ft) 250 250 250 250 250 250 250 250 Base Capacity (vph) 444 833 513 334 814 513 349 1755 860 458 1628 832 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.11 0.36 0.36 0.55 0.39 0.31 0.51 0.34 0.05 0.24 0.64 0.13 Intersection Summary 48 HCM 6th Signalized Intersection Summary 3: Lemay & Suniga Long Background PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 85 405 170 95 310 205 235 1000 170 160 770 100 Future Volume (veh/h) 85 405 170 95 310 205 235 1000 170 160 770 100 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 89 426 20 100 326 32 247 1053 79 168 811 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 266 574 256 232 573 255 472 1842 822 355 1754 782 Arrive On Green 0.06 0.16 0.16 0.06 0.16 0.16 0.09 0.52 0.52 0.07 0.49 0.49 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 89 426 20 100 326 32 247 1053 79 168 811 5 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 3.9 10.9 1.0 4.4 8.1 1.7 6.3 19.4 2.4 4.4 14.3 0.2 Cycle Q Clear(g_c), s 3.9 10.9 1.0 4.4 8.1 1.7 6.3 19.4 2.4 4.4 14.3 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 266 574 256 232 573 255 472 1842 822 355 1754 782 V/C Ratio(X) 0.33 0.74 0.08 0.43 0.57 0.13 0.52 0.57 0.10 0.47 0.46 0.01 Avail Cap(c_a), veh/h 499 1061 473 279 688 307 725 1842 822 521 1754 782 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.6 38.1 34.0 31.2 37.0 34.3 11.1 15.7 11.7 12.4 15.9 12.3 Incr Delay (d2), s/veh 0.7 1.9 0.1 1.3 0.9 0.2 0.9 1.3 0.2 1.0 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 4.8 0.4 2.0 3.5 0.6 2.4 7.7 0.9 1.7 5.8 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.3 40.0 34.1 32.4 37.9 34.5 12.0 17.0 11.9 13.4 16.7 12.3 LnGrp LOS CDCCDC BBBBBB Approach Vol, veh/h 535 458 1379 984 Approach Delay, s/veh 38.4 36.5 15.8 16.1 Approach LOS D D B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.1 54.0 10.5 19.9 13.4 51.6 10.5 19.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 49.5 8.5 28.5 22.5 42.5 18.5 18.5 Max Q Clear Time (g_c+I1), s 6.4 21.4 6.4 12.9 8.3 16.3 5.9 10.1 Green Ext Time (p_c), s 0.3 9.3 0.0 2.5 0.6 6.3 0.1 1.4 Intersection Summary HCM 6th Ctrl Delay 22.3 HCM 6th LOS C 49 Timing Report, Sorted By Phase 3: Lemay & Suniga Long Background PM Synchro 11 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s)20 54 13 33 27 47 23 23 Maximum Split (%) 16.7% 45.0% 10.8% 27.5% 22.5% 39.2% 19.2% 19.2% Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)11111111 Minimum Initial (s)55555555 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s)7 7 7 7 7 Flash Dont Walk (s)11 11 11 11 11 Dual Entry No Yes No Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)0 20 74 87 0 27 74 97 End Time (s)20 74 87 0 27 74 97 0 Yield/Force Off (s)15.5 69.5 82.5 115.5 22.5 69.5 92.5 115.5 Yield/Force Off 170(s) 15.5 58.5 82.5 104.5 22.5 58.5 81.5 104.5 Local Start Time (s)93 113 47 60 93 0 47 70 Local Yield (s)108.5 42.5 55.5 88.5 115.5 42.5 65.5 88.5 Local Yield 170(s) 108.5 31.5 55.5 77.5 115.5 31.5 54.5 77.5 Intersection Summary Cycle Length 120 Control Type Actuated-Uncoordinated Natural Cycle 90 Splits and Phases: 3: Lemay & Suniga 50 Queues 3: Lemay & Suniga Long Background PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 89 426 179 100 326 216 247 1053 179 168 811 105 v/c Ratio 0.29 0.67 0.41 0.42 0.48 0.45 0.59 0.63 0.21 0.54 0.51 0.13 Control Delay 29.9 45.8 8.6 33.3 42.2 8.8 16.0 24.2 3.6 17.1 23.7 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.9 45.8 8.6 33.3 42.2 8.8 16.0 24.2 3.6 17.1 23.7 0.4 Queue Length 50th (ft) 44 141 0 49 105 0 69 268 0 45 197 0 Queue Length 95th (ft) 87 204 58 96 165 66 129 421 42 89 323 0 Internal Link Dist (ft) 605 948 305 360 Turn Bay Length (ft) 250 250 250 250 250 250 250 250 Base Capacity (vph) 412 963 561 243 693 484 551 1673 843 400 1585 806 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.22 0.44 0.32 0.41 0.47 0.45 0.45 0.63 0.21 0.42 0.51 0.13 Intersection Summary 51 HCM 6th TWSC 4: Lindenmeier & Suniga Long Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 470 20 15 550 15 20 10 20 15 10 10 Future Vol, veh/h 10 470 20 15 550 15 20 10 20 15 10 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 495 21 16 579 16 21 11 21 16 11 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 595 0 0 516 0 0 855 1155 258 894 1157 298 Stage 1 ------528528-619619- Stage 2 ------327627-275538- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 977 - - 1046 - - 252 196 741 236 195 698 Stage 1 ------502526-443478- Stage 2 ------660474-708521- Platoon blocked, % - - - - Mov Cap-1 Maneuver 977 - - 1046 - - 233 191 741 215 190 698 Mov Cap-2 Maneuver ------233191-215190- Stage 1 ------496520-438471- Stage 2 ------626467-666515- Approach EB WB NB SB HCM Control Delay, s 0.2 0.2 19.4 21.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)303 977 - - 1046 - - 256 HCM Lane V/C Ratio 0.174 0.011 - - 0.015 - - 0.144 HCM Control Delay (s) 19.4 8.7 - - 8.5 - - 21.4 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.6 0 - - 0 - - 0.5 52 HCM 6th TWSC 4: Lindenmeier & Suniga Long Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 625 25 25 600 20 45 10 25 10 5 10 Future Vol, veh/h 10 625 25 25 600 20 45 10 25 10 5 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 658 26 26 632 21 47 11 26 11 5 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 653 0 0 684 0 0 1064 1398 342 1052 1401 327 Stage 1 ------693693-695695- Stage 2 ------371705-357706- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 930 - - 905 - - 177 140 654 181 139 669 Stage 1 ------400443-399442- Stage 2 ------622437-633437- Platoon blocked, % - - - - Mov Cap-1 Maneuver 930 - - 905 - - 164 134 654 158 133 669 Mov Cap-2 Maneuver ------164134-158133- Stage 1 ------395438-394429- Stage 2 ------587424-586432- Approach EB WB NB SB HCM Control Delay, s 0.1 0.4 33.8 24 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)207 930 - - 905 - - 216 HCM Lane V/C Ratio 0.407 0.011 - - 0.029 - - 0.122 HCM Control Delay (s) 33.8 8.9 - - 9.1 - - 24 HCM Lane LOS D A - - A - - C HCM 95th %tile Q(veh) 1.8 0 - - 0.1 - - 0.4 53 HCM 6th TWSC 5: Redwood & Suniga Long Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 27.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 360 45 145 425 50 40 45 50 30 65 80 Future Vol, veh/h 50 360 45 145 425 50 40 45 50 30 65 80 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 53 379 47 153 447 53 42 47 53 32 68 84 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 500 0 0 426 0 0 1073 1315 213 1099 1312 250 Stage 1 ------509509-780780- Stage 2 ------564806-319532- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1060 - - 1130 - - 175 157 792 167 157 750 Stage 1 ------515536-354404- Stage 2 ------478393-667524- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1060 - - 1130 - - 79 129 792 97 129 750 Mov Cap-2 Maneuver ------79129-97129- Stage 1 ------489509-336349- Stage 2 ------295340-536498- Approach EB WB NB SB HCM Control Delay, s 0.9 2 125.5 108.3 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)147 1060 - - 1130 - - 190 HCM Lane V/C Ratio 0.967 0.05 - - 0.135 - - 0.97 HCM Control Delay (s) 125.5 8.6 - - 8.7 - - 108.3 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 7 0.2 - - 0.5 - - 8 54 HCM 6th TWSC 5: Redwood & Suniga Long Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 214.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 110 460 65 100 510 35 70 135 145 45 75 75 Future Vol, veh/h 110 460 65 100 510 35 70 135 145 45 75 75 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 ----200--200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 116 484 68 105 537 37 74 142 153 47 79 79 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 574 0 0 552 0 0 1268 1534 276 1311 1550 287 Stage 1 ------750750-766766- Stage 2 ------518784-545784- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 995 - - 1014 - - 125 ~ 115 721 116 113 710 Stage 1 ------369417-361410- Stage 2 ------509402-490402- Platoon blocked, % - - - - Mov Cap-1 Maneuver 995 - - 1014 - - ~ 23 ~ 91 721 - 89 710 Mov Cap-2 Maneuver ------~ 23~ 91--89- Stage 1 ------326368-319367- Stage 2 ------318360-209355- Approach EB WB NB SB HCM Control Delay, s 1.6 1.4 $ 1110.9 HCM LOS F - Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)45 721 995 - - 1014 - - - 710 HCM Lane V/C Ratio 4.795 0.212 0.116 - - 0.104 - - - 0.111 HCM Control Delay (s) $ 1888.6 11.3 9.1 - - 9 - - - 10.7 HCM Lane LOS F B A - - A - - - B HCM 95th %tile Q(veh) 24.6 0.8 0.4 - - 0.3 - - - 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 55 HCM 6th Signalized Intersection Summary 5: Redwood & Suniga Long Background AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 360 45 145 425 50 40 45 50 30 65 80 Future Volume (veh/h) 50 360 45 145 425 50 40 45 50 30 65 80 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 379 38 153 447 44 42 47 0 32 68 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 537 835 83 610 1036 102 268 183 267 222 230 267 Arrive On Green 0.06 0.26 0.26 0.12 0.32 0.32 0.17 0.17 0.00 0.17 0.17 0.17 Sat Flow, veh/h 1781 3263 325 1781 3269 320 534 1087 1585 367 1365 1585 Grp Volume(v), veh/h 53 205 212 153 242 249 89 0 0 100 0 5 Grp Sat Flow(s),veh/h/ln 1781 1777 1812 1781 1777 1813 1621 0 1585 1732 0 1585 Q Serve(g_s), s 0.6 2.9 2.9 1.7 3.2 3.2 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.6 2.9 2.9 1.7 3.2 3.2 1.4 0.0 0.0 1.4 0.0 0.1 Prop In Lane 1.00 0.18 1.00 0.18 0.47 1.00 0.32 1.00 Lane Grp Cap(c), veh/h 537 454 463 610 563 574 452 0 267 452 0 267 V/C Ratio(X) 0.10 0.45 0.46 0.25 0.43 0.43 0.20 0.00 0.00 0.22 0.00 0.02 Avail Cap(c_a), veh/h 1182 2365 2412 1866 3084 3146 1905 0 1736 1999 0 1736 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 7.2 9.3 9.3 6.5 8.0 8.0 10.8 0.0 0.0 10.8 0.0 10.3 Incr Delay (d2), s/veh 0.1 0.7 0.7 0.2 0.5 0.5 0.2 0.0 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.8 0.9 0.4 0.8 0.9 0.4 0.0 0.0 0.5 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 7.3 10.0 10.0 6.7 8.5 8.5 11.0 0.0 0.0 11.1 0.0 10.3 LnGrp LOS AABAAABAABAB Approach Vol, veh/h 470 644 89 105 Approach Delay, s/veh 9.7 8.1 11.0 11.0 Approach LOS AABB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.1 12.1 9.5 6.3 13.9 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 24.5 39.5 32.5 12.5 51.5 32.5 Max Q Clear Time (g_c+I1), s 3.7 4.9 3.4 2.6 5.2 3.4 Green Ext Time (p_c), s 0.4 2.7 0.5 0.1 3.3 0.4 Intersection Summary HCM 6th Ctrl Delay 9.1 HCM 6th LOS A 56 Timing Report, Sorted By Phase 5: Redwood & Suniga Long Background AM Synchro 11 Light Report Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None Min None None Min Maximum Split (s)29 44 37 17 56 37 Maximum Split (%) 26.4% 40.0% 33.6% 15.5% 50.9% 33.6% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)0 29 73 0 17 73 End Time (s)29 73 0 17 73 0 Yield/Force Off (s)24.5 68.5 105.5 12.5 68.5 105.5 Yield/Force Off 170(s) 24.5 57.5 105.5 12.5 57.5 105.5 Local Start Time (s)81 0 44 81 98 44 Local Yield (s)105.5 39.5 76.5 93.5 39.5 76.5 Local Yield 170(s) 105.5 28.5 76.5 93.5 28.5 76.5 Intersection Summary Cycle Length 110 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 5: Redwood & Suniga 57 Queues 5: Redwood & Suniga Long Background AM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBT NBR SBT SBR Lane Group Flow (vph) 53 426 153 500 89 53 100 84 v/c Ratio 0.10 0.42 0.26 0.34 0.27 0.12 0.28 0.20 Control Delay 5.0 13.1 5.7 9.3 16.9 2.1 16.9 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.0 13.1 5.7 9.3 16.9 2.1 16.9 4.6 Queue Length 50th (ft) 4 38 13 22 16 0 19 0 Queue Length 95th (ft) 15 78 35 86 51 8 55 21 Internal Link Dist (ft) 321 567 322 290 Turn Bay Length (ft) 250 250 200 200 Base Capacity (vph) 805 3288 1206 3483 1249 1329 1346 1329 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.07 0.13 0.13 0.14 0.07 0.04 0.07 0.06 Intersection Summary 58 HCM 6th Signalized Intersection Summary 5: Redwood & Suniga Long Background PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 110 460 65 100 510 35 70 135 145 45 75 75 Future Volume (veh/h) 110 460 65 100 510 35 70 135 145 45 75 75 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 116 484 59 105 537 32 74 142 30 47 79 19 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 297 719 87 298 750 45 86 134 806 89 119 806 Arrive On Green 0.07 0.23 0.23 0.06 0.22 0.22 0.51 0.51 0.51 0.51 0.51 0.51 Sat Flow, veh/h 1781 3190 387 1781 3408 203 27 264 1585 28 233 1585 Grp Volume(v), veh/h 116 269 274 105 280 289 216 0 30 126 0 19 Grp Sat Flow(s),veh/h/ln 1781 1777 1801 1781 1777 1834 291 0 1585 261 0 1585 Q Serve(g_s), s 3.3 9.2 9.3 3.0 9.7 9.7 1.7 0.0 0.6 1.7 0.0 0.4 Cycle Q Clear(g_c), s 3.3 9.2 9.3 3.0 9.7 9.7 33.9 0.0 0.6 33.9 0.0 0.4 Prop In Lane 1.00 0.22 1.00 0.11 0.34 1.00 0.37 1.00 Lane Grp Cap(c), veh/h 297 401 406 298 391 404 221 0 806 207 0 806 V/C Ratio(X) 0.39 0.67 0.68 0.35 0.71 0.72 0.98 0.00 0.04 0.61 0.00 0.02 Avail Cap(c_a), veh/h 616 973 986 600 947 977 723 0 1297 688 0 1297 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.8 23.5 23.6 18.8 24.1 24.1 17.2 0.0 8.2 15.4 0.0 8.1 Incr Delay (d2), s/veh 0.8 2.0 2.0 0.7 2.4 2.4 23.4 0.0 0.0 2.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 3.8 3.9 1.2 4.1 4.2 3.0 0.0 0.2 1.0 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.6 25.5 25.5 19.5 26.5 26.5 40.6 0.0 8.2 18.2 0.0 8.1 LnGrp LOS B C C B C C D AABAA Approach Vol, veh/h 659 674 246 145 Approach Delay, s/veh 24.5 25.4 36.7 16.9 Approach LOS C C D B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.8 19.9 40.0 9.2 19.5 40.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 36.5 54.5 16.5 35.5 54.5 Max Q Clear Time (g_c+I1), s 5.0 11.3 35.9 5.3 11.7 35.9 Green Ext Time (p_c), s 0.2 3.4 0.7 0.2 3.6 1.2 Intersection Summary HCM 6th Ctrl Delay 25.9 HCM 6th LOS C 59 Timing Report, Sorted By Phase 5: Redwood & Suniga Long Background PM Synchro 11 Light Report Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None Min None None Min Maximum Split (s)20 41 59 21 40 59 Maximum Split (%) 16.7% 34.2% 49.2% 17.5% 33.3% 49.2% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)0 20 61 0 21 61 End Time (s)20 61 0 21 61 0 Yield/Force Off (s)15.5 56.5 115.5 16.5 56.5 115.5 Yield/Force Off 170(s) 15.5 45.5 115.5 16.5 45.5 115.5 Local Start Time (s)99 119 40 99 0 40 Local Yield (s)114.5 35.5 94.5 115.5 35.5 94.5 Local Yield 170(s) 114.5 24.5 94.5 115.5 24.5 94.5 Intersection Summary Cycle Length 120 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 5: Redwood & Suniga 60 Queues 5: Redwood & Suniga Long Background PM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBT NBR SBT SBR Lane Group Flow (vph) 116 552 105 574 216 153 126 79 v/c Ratio 0.23 0.47 0.22 0.52 0.48 0.27 0.29 0.16 Control Delay 7.6 15.4 7.8 17.1 20.7 5.0 18.0 5.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.6 15.4 7.8 17.1 20.7 5.0 18.0 5.5 Queue Length 50th (ft) 14 64 13 71 53 0 29 0 Queue Length 95th (ft) 43 130 39 144 127 36 77 26 Internal Link Dist (ft) 321 567 322 290 Turn Bay Length (ft) 250 250 200 200 Base Capacity (vph) 780 2611 776 2578 1517 1520 1475 1516 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.15 0.21 0.14 0.22 0.14 0.10 0.09 0.05 Intersection Summary 61 APPENDIX G 62 HCM 6th TWSC 1: Lemay & Conifer Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 32 98 104 318 593 66 Future Vol, veh/h 32 98 104 318 593 66 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 36 109 116 353 659 73 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1244 659 732 0 - 0 Stage 1 659 ----- Stage 2 585 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 192 464 873 - - - Stage 1 515 ----- Stage 2 557 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 166 464 873 - - - Mov Cap-2 Maneuver 301 ----- Stage 1 447 ----- Stage 2 557 ----- Approach EB NB SB HCM Control Delay, s 16 2.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)873 - 301 464 - - HCM Lane V/C Ratio 0.132 - 0.118 0.235 - - HCM Control Delay (s) 9.8 - 18.6 15.1 - - HCM Lane LOS A - C C - - HCM 95th %tile Q(veh) 0.5 - 0.4 0.9 - - 63 HCM 6th TWSC 1: Lemay & Conifer Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 57 119 157 784 411 57 Future Vol, veh/h 57 119 157 784 411 57 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 60 125 165 825 433 60 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1588 433 493 0 - 0 Stage 1 433 ----- Stage 2 1155 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 119 623 1071 - - - Stage 1 654 ----- Stage 2 300 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 101 623 1071 - - - Mov Cap-2 Maneuver 218 ----- Stage 1 553 ----- Stage 2 300 ----- Approach EB NB SB HCM Control Delay, s 17.2 1.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)1071 - 218 623 - - HCM Lane V/C Ratio 0.154 - 0.275 0.201 - - HCM Control Delay (s) 9 - 27.7 12.2 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0.5 - 1.1 0.7 - - 64 HCM 6th TWSC 2: Lemay & Site Access Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 33 0 422 679 4 Future Vol, veh/h 0 33 0 422 679 4 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 39 0 496 799 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 802 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.23 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.319 ---- Pot Cap-1 Maneuver 0 383 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 383 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 15.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 383 - - HCM Lane V/C Ratio - 0.101 - - HCM Control Delay (s) - 15.5 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.3 - - 65 HCM 6th TWSC 2: Lemay & Site Access Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 22 0 940 518 10 Future Vol, veh/h 0 22 0 940 518 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 26 0 1106 609 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 615 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.23 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.319 ---- Pot Cap-1 Maneuver 0 490 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 490 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 12.8 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 490 - - HCM Lane V/C Ratio - 0.053 - - HCM Control Delay (s) - 12.8 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - 66 HCM 6th Signalized Intersection Summary 3: Lemay & Suniga Short Total AM Synchro 11 Light Report Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 33 189 125 389 690 22 Future Volume (veh/h) 33 189 125 389 690 22 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 38 16 142 442 784 17 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %222222 Cap, veh/h 76 68 640 3022 2628 1172 Arrive On Green 0.04 0.04 0.06 0.85 0.74 0.74 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 38 16 142 442 784 17 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 1.8 0.8 1.3 1.8 6.2 0.2 Cycle Q Clear(g_c), s 1.8 0.8 1.3 1.8 6.2 0.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 76 68 640 3022 2628 1172 V/C Ratio(X) 0.50 0.24 0.22 0.15 0.30 0.01 Avail Cap(c_a), veh/h 625 556 866 3022 2628 1172 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.4 38.9 2.0 1.1 3.7 2.9 Incr Delay (d2), s/veh 5.0 1.8 0.2 0.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.8 0.2 0.2 1.7 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.4 40.7 2.1 1.2 4.0 2.9 LnGrp LOS D D AAAA Approach Vol, veh/h 54 584 801 Approach Delay, s/veh 43.3 1.4 3.9 Approach LOS D A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 76.0 8.1 9.3 66.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 71.5 29.5 15.5 51.5 Max Q Clear Time (g_c+I1), s 3.8 3.8 3.3 8.2 Green Ext Time (p_c), s 3.4 0.1 0.3 6.7 Intersection Summary HCM 6th Ctrl Delay 4.4 HCM 6th LOS A 67 Timing Report, Sorted By Phase 3: Lemay & Suniga Short Total AM Synchro 11 Light Report Phase Number 2456 Movement NBTL EBL NBL SBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode Max None None Max Maximum Split (s)76 34 20 56 Maximum Split (%) 69.1% 30.9% 18.2% 50.9% Minimum Split (s)22.5 22.5 9.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)1111 Minimum Initial (s)5555 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)7 7 7 Flash Dont Walk (s)11 11 11 Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s)0 76 0 20 End Time (s)76 0 20 76 Yield/Force Off (s)71.5 105.5 15.5 71.5 Yield/Force Off 170(s) 60.5 94.5 15.5 60.5 Local Start Time (s)90 56 90 0 Local Yield (s)51.5 85.5 105.5 51.5 Local Yield 170(s)40.5 74.5 105.5 40.5 Intersection Summary Cycle Length 110 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 3: Lemay & Suniga 68 Queues 3: Lemay & Suniga Short Total AM Synchro 11 Light Report Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 38 215 142 442 784 25 v/c Ratio 0.24 0.64 0.25 0.15 0.33 0.02 Control Delay 40.8 14.8 3.2 2.2 6.7 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.8 14.8 3.2 2.2 6.7 2.5 Queue Length 50th (ft) 20 0 11 18 80 0 Queue Length 95th (ft) 49 59 29 39 135 9 Internal Link Dist (ft) 605 305 340 Turn Bay Length (ft) 250 250 Base Capacity (vph) 590 671 674 2861 2399 1081 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.06 0.32 0.21 0.15 0.33 0.02 Intersection Summary 69 HCM 6th Signalized Intersection Summary 3: Lemay & Suniga Short Total PM Synchro 11 Light Report Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 36 156 253 904 512 28 Future Volume (veh/h) 36 156 253 904 512 28 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 38 11 264 942 533 22 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %222222 Cap, veh/h 68 61 792 3077 2704 1206 Arrive On Green 0.04 0.04 0.06 0.87 0.76 0.76 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 38 11 264 942 533 22 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 2.0 0.6 2.6 4.5 4.0 0.3 Cycle Q Clear(g_c), s 2.0 0.6 2.6 4.5 4.0 0.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 68 61 792 3077 2704 1206 V/C Ratio(X) 0.56 0.18 0.33 0.31 0.20 0.02 Avail Cap(c_a), veh/h 558 497 1248 3077 2704 1206 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.5 43.8 1.7 1.1 3.2 2.7 Incr Delay (d2), s/veh 6.9 1.4 0.2 0.3 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 0.4 0.5 1.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.3 45.2 1.9 1.4 3.3 2.8 LnGrp LOS D D AAAA Approach Vol, veh/h 49 1206 555 Approach Delay, s/veh 50.0 1.5 3.3 Approach LOS D A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 86.0 8.1 9.9 76.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 81.5 29.5 29.5 47.5 Max Q Clear Time (g_c+I1), s 6.5 4.0 4.6 6.0 Green Ext Time (p_c), s 8.8 0.1 0.8 4.2 Intersection Summary HCM 6th Ctrl Delay 3.4 HCM 6th LOS A 70 Timing Report, Sorted By Phase 3: Lemay & Suniga Short Total PM Synchro 11 Light Report Phase Number 2456 Movement NBTL EBL NBL SBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode Max None None Max Maximum Split (s)86 34 34 52 Maximum Split (%) 71.7% 28.3% 28.3% 43.3% Minimum Split (s)22.5 22.5 9.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)1111 Minimum Initial (s)5555 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)7 7 7 Flash Dont Walk (s)11 11 11 Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s)0 86 0 34 End Time (s)86 0 34 86 Yield/Force Off (s)81.5 115.5 29.5 81.5 Yield/Force Off 170(s) 70.5 104.5 29.5 70.5 Local Start Time (s)86 52 86 0 Local Yield (s)47.5 81.5 115.5 47.5 Local Yield 170(s)36.5 70.5 115.5 36.5 Intersection Summary Cycle Length 120 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 3: Lemay & Suniga 71 Queues 3: Lemay & Suniga Short Total PM Synchro 11 Light Report Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 38 163 264 942 533 29 v/c Ratio 0.27 0.59 0.36 0.32 0.22 0.03 Control Delay 47.0 16.2 3.3 2.4 6.0 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.0 16.2 3.3 2.4 6.0 2.3 Queue Length 50th (ft) 23 0 23 49 53 0 Queue Length 95th (ft) 54 60 50 87 93 10 Internal Link Dist (ft) 605 305 360 Turn Bay Length (ft) 250 250 Base Capacity (vph) 530 588 942 2931 2461 1109 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.07 0.28 0.28 0.32 0.22 0.03 Intersection Summary 72 HCM 6th TWSC 4: Lindenmeier & Suniga Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 183 14 12 112 23 15 6 13 26 17 44 Future Vol, veh/h 15 183 14 12 112 23 15 6 13 26 17 44 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 22222222222 Mvmt Flow 17 213 16 14 130 27 17 7 15 30 20 51 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 157 0 0 229 0 0 358 440 115 316 435 79 Stage 1 ------255255-172172- Stage 2 ------103185-144263- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1420 - - 1336 - - 573 510 916 613 513 965 Stage 1 ------727695-813755- Stage 2 ------892746-844689- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1420 - - 1336 - - 517 499 916 586 502 965 Mov Cap-2 Maneuver ------517499-586502- Stage 1 ------718687-803747- Stage 2 ------814739-812681- Approach EB WB NB SB HCM Control Delay, s 0.5 0.6 11.2 11 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)616 1420 - - 1336 - - 703 HCM Lane V/C Ratio 0.064 0.012 - - 0.01 - - 0.144 HCM Control Delay (s) 11.2 7.6 - - 7.7 - - 11 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.5 73 HCM 6th TWSC 4: Lindenmeier & Suniga Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 46 157 16 21 212 48 35 16 17 18 11 28 Future Vol, veh/h 46 157 16 21 212 48 35 16 17 18 11 28 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 22222222222 Mvmt Flow 52 178 18 24 241 55 40 18 19 20 13 32 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 296 0 0 196 0 0 466 635 98 519 617 148 Stage 1 ------291291-317317- Stage 2 ------175344-202300- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1262 - - 1374 - - 480 394 939 440 404 872 Stage 1 ------693670-669653- Stage 2 ------810635-781664- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1262 - - 1374 - - 431 372 939 396 381 872 Mov Cap-2 Maneuver ------431372-396381- Stage 1 ------665643-642642- Stage 2 ------752624-713637- Approach EB WB NB SB HCM Control Delay, s 1.7 0.6 14 12.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)478 1262 - - 1374 - - 536 HCM Lane V/C Ratio 0.162 0.041 - - 0.017 - - 0.121 HCM Control Delay (s) 14 8 - - 7.7 - - 12.6 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.6 0.1 - - 0.1 - - 0.4 74 HCM 6th TWSC 5: Redwood & Suniga Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 5.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 123 11 60 158 44 4 25 29 37 77 20 Future Vol, veh/h 7 123 11 60 158 44 4 25 29 37 77 20 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 8 145 13 71 186 52 5 29 34 44 91 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 238 0 0 158 0 0 449 548 79 457 528 119 Stage 1 ------168168-354354- Stage 2 ------281380-103174- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1326 - - 1419 - - 493 442 965 487 454 910 Stage 1 ------817758-636629- Stage 2 ------702612-892754- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1326 - - 1419 - - 386 417 965 426 429 910 Mov Cap-2 Maneuver ------386417-426429- Stage 1 ------812753-632598- Stage 2 ------551581-822749- Approach EB WB NB SB HCM Control Delay, s 0.4 1.8 12.1 16.7 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)578 1326 - - 1419 - - 465 HCM Lane V/C Ratio 0.118 0.006 - - 0.05 - - 0.339 HCM Control Delay (s) 12.1 7.7 - - 7.7 - - 16.7 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0.4 0 - - 0.2 - - 1.5 75 HCM 6th TWSC 5: Redwood & Suniga Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 188 14 55 186 34 11 73 60 46 62 12 Future Vol, veh/h 26 188 14 55 186 34 11 73 60 46 62 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 29 207 15 60 204 37 12 80 66 51 68 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 241 0 0 222 0 0 529 634 111 545 623 121 Stage 1 ------273273-343343- Stage 2 ------256361-202280- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1323 - - 1344 - - 433 395 921 421 401 908 Stage 1 ------710683-646636- Stage 2 ------726624-781678- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1323 - - 1344 - - 349 369 921 310 375 908 Mov Cap-2 Maneuver ------349369-310375- Stage 1 ------694668-632607- Stage 2 ------607596-624663- Approach EB WB NB SB HCM Control Delay, s 0.9 1.6 15.8 20.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)489 1323 - - 1344 - - 367 HCM Lane V/C Ratio 0.324 0.022 - - 0.045 - - 0.359 HCM Control Delay (s) 15.8 7.8 - - 7.8 - - 20.2 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 1.4 0.1 - - 0.1 - - 1.6 76 HCM 6th TWSC 15: Lindenmeier & Site Access Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 4.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 56 3 20 24 11 31 Future Vol, veh/h 56 3 20 24 11 31 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 66 4 24 28 13 36 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 100 38 0 0 52 0 Stage 1 38 ----- Stage 2 62 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 899 1034 - - 1554 - Stage 1 984 ----- Stage 2 961 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 891 1034 - - 1554 - Mov Cap-2 Maneuver 891 ----- Stage 1 984 ----- Stage 2 952 ----- Approach WB NB SB HCM Control Delay, s 9.4 0 1.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 897 1554 - HCM Lane V/C Ratio - - 0.077 0.008 - HCM Control Delay (s) - - 9.4 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.3 0 - 77 HCM 6th TWSC 15: Lindenmeier & Site Access Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 35 6 31 79 8 22 Future Vol, veh/h 35 6 31 79 8 22 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 41 7 36 93 9 26 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 127 83 0 0 129 0 Stage 1 83 ----- Stage 2 44 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 868 976 - - 1457 - Stage 1 940 ----- Stage 2 978 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 863 976 - - 1457 - Mov Cap-2 Maneuver 863 ----- Stage 1 940 ----- Stage 2 972 ----- Approach WB NB SB HCM Control Delay, s 9.3 0 2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 878 1457 - HCM Lane V/C Ratio - - 0.055 0.006 - HCM Control Delay (s) - - 9.3 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - 78 APPENDIX H 79 HCM 6th TWSC 1: Lemay & Conifer Long Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 4.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 45 140 250 515 1065 85 Future Vol, veh/h 45 140 250 515 1065 85 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 47 147 263 542 1121 89 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1918 561 1210 0 - 0 Stage 1 1121 ----- Stage 2 797 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 59 471 572 - - - Stage 1 273 ----- Stage 2 404 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 32 471 572 - - - Mov Cap-2 Maneuver 109 ----- Stage 1 147 ----- Stage 2 404 ----- Approach EB NB SB HCM Control Delay, s 27.1 5.4 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)572 - 109 471 - - HCM Lane V/C Ratio 0.46 - 0.435 0.313 - - HCM Control Delay (s) 16.5 - 61.3 16.1 - - HCM Lane LOS C - F C - - HCM 95th %tile Q(veh) 2.4 - 1.9 1.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 80 HCM 6th TWSC 1: Lemay & Conifer Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 4.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 70 280 275 1020 750 70 Future Vol, veh/h 70 280 275 1020 750 70 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 74 295 289 1074 789 74 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1904 395 863 0 - 0 Stage 1 789 ----- Stage 2 1115 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 61 604 775 - - - Stage 1 408 ----- Stage 2 275 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 38 604 775 - - - Mov Cap-2 Maneuver 138 ----- Stage 1 256 ----- Stage 2 275 ----- Approach EB NB SB HCM Control Delay, s 24.7 2.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h)775 - 138 604 - - HCM Lane V/C Ratio 0.374 - 0.534 0.488 - - HCM Control Delay (s) 12.4 - 57.6 16.5 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 1.7 - 2.6 2.7 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 81 HCM 6th TWSC 2: Lemay & Site Access Long Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 35 0 765 1195 10 Future Vol, veh/h 0 35 0 765 1195 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 37 0 805 1258 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 635 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 421 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 421 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 14.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 421 - - HCM Lane V/C Ratio - 0.088 - - HCM Control Delay (s) - 14.4 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.3 - - 82 HCM 6th TWSC 2: Lemay & Site Access Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 25 0 1295 1020 10 Future Vol, veh/h 0 25 0 1295 1020 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 26 0 1363 1074 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 543 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 484 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 484 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 12.9 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 484 - - HCM Lane V/C Ratio - 0.054 - - HCM Control Delay (s) - 12.9 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - 83 HCM 6th Signalized Intersection Summary 3: Lemay & Suniga Long Total AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 285 185 175 310 150 180 565 40 110 1015 105 Future Volume (veh/h) 50 285 185 175 310 150 180 565 40 110 1015 105 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 300 18 184 326 5 189 595 5 116 1068 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 268 426 190 311 620 277 362 1880 838 523 1800 803 Arrive On Green 0.05 0.12 0.12 0.11 0.17 0.17 0.07 0.53 0.53 0.05 0.51 0.51 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 53 300 18 184 326 5 189 595 5 116 1068 6 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.4 7.6 0.9 8.1 7.8 0.2 4.7 8.9 0.1 2.9 19.8 0.2 Cycle Q Clear(g_c), s 2.4 7.6 0.9 8.1 7.8 0.2 4.7 8.9 0.1 2.9 19.8 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 268 426 190 311 620 277 362 1880 838 523 1800 803 V/C Ratio(X) 0.20 0.70 0.09 0.59 0.53 0.02 0.52 0.32 0.01 0.22 0.59 0.01 Avail Cap(c_a), veh/h 506 892 398 356 703 313 469 1880 838 556 1800 803 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.0 39.6 36.7 30.0 35.1 32.0 12.5 12.5 10.4 10.1 16.3 11.4 Incr Delay (d2), s/veh 0.4 2.1 0.2 2.0 0.7 0.0 1.2 0.4 0.0 0.2 1.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 3.4 0.4 3.6 3.4 0.1 1.8 3.5 0.0 1.1 7.9 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.4 41.7 36.9 32.0 35.8 32.0 13.7 12.9 10.4 10.3 17.7 11.5 LnGrp LOS CDDCDC BBBBBB Approach Vol, veh/h 371 515 789 1190 Approach Delay, s/veh 40.3 34.4 13.1 17.0 Approach LOS D C B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.3 54.0 14.6 15.7 11.4 51.9 9.5 20.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 49.5 12.5 23.5 12.5 43.5 17.5 18.5 Max Q Clear Time (g_c+I1), s 4.9 10.9 10.1 9.6 6.7 21.8 4.4 9.8 Green Ext Time (p_c), s 0.0 4.6 0.1 1.6 0.2 8.2 0.1 1.3 Intersection Summary HCM 6th Ctrl Delay 22.1 HCM 6th LOS C 84 Timing Report, Sorted By Phase 3: Lemay & Suniga Long Total AM Synchro 11 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s)11 54 17 28 17 48 22 23 Maximum Split (%) 10.0% 49.1% 15.5% 25.5% 15.5% 43.6% 20.0% 20.9% Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)11111111 Minimum Initial (s)55555555 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s)7 7 7 7 7 Flash Dont Walk (s)11 11 11 11 11 Dual Entry No Yes No Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)0 11 65 82 0 17 65 87 End Time (s)11 65 82 0 17 65 87 0 Yield/Force Off (s)6.5 60.5 77.5 105.5 12.5 60.5 82.5 105.5 Yield/Force Off 170(s) 6.5 49.5 77.5 94.5 12.5 49.5 71.5 94.5 Local Start Time (s)93 104 48 65 93 0 48 70 Local Yield (s)99.5 43.5 60.5 88.5 105.5 43.5 65.5 88.5 Local Yield 170(s)99.5 32.5 60.5 77.5 105.5 32.5 54.5 77.5 Intersection Summary Cycle Length 110 Control Type Actuated-Uncoordinated Natural Cycle 90 Splits and Phases: 3: Lemay & Suniga 85 Queues 3: Lemay & Suniga Long Total AM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 53 300 195 184 326 158 189 595 42 116 1068 111 v/c Ratio 0.19 0.59 0.49 0.58 0.45 0.33 0.62 0.34 0.05 0.25 0.66 0.13 Control Delay 26.3 45.0 10.2 34.4 37.9 4.6 20.1 16.6 0.1 11.3 24.8 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.3 45.0 10.2 34.4 37.9 4.6 20.1 16.6 0.1 11.3 24.8 0.3 Queue Length 50th (ft) 24 96 0 91 98 0 51 119 0 30 279 0 Queue Length 95th (ft) 52 140 60 149 146 32 109 175 0 61 397 0 Internal Link Dist (ft) 605 948 305 360 Turn Bay Length (ft) 250 250 250 250 250 250 250 250 Base Capacity (vph) 444 833 521 329 737 482 343 1755 860 459 1616 827 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.12 0.36 0.37 0.56 0.44 0.33 0.55 0.34 0.05 0.25 0.66 0.13 Intersection Summary 86 HCM 6th Signalized Intersection Summary 3: Lemay & Suniga Long Total PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 90 405 175 95 315 205 265 1000 170 165 780 100 Future Volume (veh/h) 90 405 175 95 315 205 265 1000 170 165 780 100 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 95 426 25 100 332 32 279 1053 79 174 821 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 266 574 256 232 563 251 478 1835 819 358 1721 768 Arrive On Green 0.07 0.16 0.16 0.06 0.16 0.16 0.10 0.52 0.52 0.07 0.48 0.48 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 95 426 25 100 332 32 279 1053 79 174 821 5 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 4.2 10.9 1.3 4.4 8.3 1.7 7.2 19.5 2.4 4.6 14.8 0.2 Cycle Q Clear(g_c), s 4.2 10.9 1.3 4.4 8.3 1.7 7.2 19.5 2.4 4.6 14.8 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 266 574 256 232 563 251 478 1835 819 358 1721 768 V/C Ratio(X) 0.36 0.74 0.10 0.43 0.59 0.13 0.58 0.57 0.10 0.49 0.48 0.01 Avail Cap(c_a), veh/h 492 1057 471 278 686 306 712 1835 819 519 1721 768 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.8 38.3 34.2 31.5 37.5 34.7 11.5 15.9 11.8 12.7 16.6 12.8 Incr Delay (d2), s/veh 0.8 1.9 0.2 1.3 1.0 0.2 1.1 1.3 0.2 1.0 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 4.9 0.5 2.0 3.7 0.7 2.8 7.8 0.9 1.8 6.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.7 40.2 34.4 32.7 38.4 34.9 12.7 17.2 12.0 13.7 17.5 12.8 LnGrp LOS CDCCDC BBBBBB Approach Vol, veh/h 546 464 1411 1000 Approach Delay, s/veh 38.4 37.0 16.0 16.8 Approach LOS D D B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.3 54.0 10.5 20.0 14.4 50.9 10.8 19.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 49.5 8.5 28.5 22.5 42.5 18.5 18.5 Max Q Clear Time (g_c+I1), s 6.6 21.5 6.4 12.9 9.2 16.8 6.2 10.3 Green Ext Time (p_c), s 0.3 9.2 0.0 2.5 0.7 6.3 0.2 1.4 Intersection Summary HCM 6th Ctrl Delay 22.7 HCM 6th LOS C 87 Timing Report, Sorted By Phase 3: Lemay & Suniga Long Total PM Synchro 11 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s)20 54 13 33 27 47 23 23 Maximum Split (%) 16.7% 45.0% 10.8% 27.5% 22.5% 39.2% 19.2% 19.2% Minimum Split (s)9.5 22.5 9.5 22.5 9.5 22.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)11111111 Minimum Initial (s)55555555 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s)7 7 7 7 7 Flash Dont Walk (s)11 11 11 11 11 Dual Entry No Yes No Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)0 20 74 87 0 27 74 97 End Time (s)20 74 87 0 27 74 97 0 Yield/Force Off (s)15.5 69.5 82.5 115.5 22.5 69.5 92.5 115.5 Yield/Force Off 170(s) 15.5 58.5 82.5 104.5 22.5 58.5 81.5 104.5 Local Start Time (s)93 113 47 60 93 0 47 70 Local Yield (s)108.5 42.5 55.5 88.5 115.5 42.5 65.5 88.5 Local Yield 170(s) 108.5 31.5 55.5 77.5 115.5 31.5 54.5 77.5 Intersection Summary Cycle Length 120 Control Type Actuated-Uncoordinated Natural Cycle 90 Splits and Phases: 3: Lemay & Suniga 88 Queues 3: Lemay & Suniga Long Total PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 95 426 184 100 332 216 279 1053 179 174 821 105 v/c Ratio 0.31 0.67 0.42 0.42 0.50 0.46 0.65 0.63 0.21 0.56 0.53 0.13 Control Delay 30.3 45.8 8.6 33.4 42.8 8.9 17.9 24.3 3.6 18.6 25.3 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.3 45.8 8.6 33.4 42.8 8.9 17.9 24.3 3.6 18.6 25.3 0.4 Queue Length 50th (ft) 47 141 0 49 108 0 80 269 0 47 205 0 Queue Length 95th (ft) 92 204 58 96 169 66 147 422 43 97 341 1 Internal Link Dist (ft) 605 948 305 360 Turn Bay Length (ft) 250 250 250 250 250 250 250 250 Base Capacity (vph) 408 961 564 242 688 482 539 1670 841 399 1538 788 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.23 0.44 0.33 0.41 0.48 0.45 0.52 0.63 0.21 0.44 0.53 0.13 Intersection Summary 89 HCM 6th TWSC 4: Lindenmeier & Suniga Long Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 470 20 15 550 25 20 10 20 30 20 45 Future Vol, veh/h 20 470 20 15 550 25 20 10 20 30 20 45 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 21 495 21 16 579 26 21 11 21 32 21 47 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 605 0 0 516 0 0 880 1185 258 919 1182 303 Stage 1 ------548548-624624- Stage 2 ------332637-295558- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 969 - - 1046 - - 241 188 741 226 188 693 Stage 1 ------488515-440476- Stage 2 ------655470-689510- Platoon blocked, % - - - - Mov Cap-1 Maneuver 969 - - 1046 - - 199 181 741 204 181 693 Mov Cap-2 Maneuver ------199181-204181- Stage 1 ------477504-430469- Stage 2 ------574463-641499- Approach EB WB NB SB HCM Control Delay, s 0.3 0.2 21.2 23.3 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)274 969 - - 1046 - - 295 HCM Lane V/C Ratio 0.192 0.022 - - 0.015 - - 0.339 HCM Control Delay (s) 21.2 8.8 - - 8.5 - - 23.3 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.7 0.1 - - 0 - - 1.5 90 HCM 6th TWSC 4: Lindenmeier & Suniga Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 625 25 25 600 55 45 20 25 20 10 35 Future Vol, veh/h 50 625 25 25 600 55 45 20 25 20 10 35 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 53 658 26 26 632 58 47 21 26 21 11 37 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 690 0 0 684 0 0 1151 1519 342 1159 1503 345 Stage 1 ------777777-713713- Stage 2 ------374742-446790- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 900 - - 905 - - 153 118 654 151 120 651 Stage 1 ------356405-389434- Stage 2 ------619420-561400- Platoon blocked, % - - - - Mov Cap-1 Maneuver 900 - - 905 - - 125 108 654 115 110 651 Mov Cap-2 Maneuver ------125108-115110- Stage 1 ------335381-366421- Stage 2 ------553408-479376- Approach EB WB NB SB HCM Control Delay, s 0.7 0.3 60 31.3 HCM LOS F D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)154 900 - - 905 - - 204 HCM Lane V/C Ratio 0.615 0.058 - - 0.029 - - 0.335 HCM Control Delay (s) 60 9.2 - - 9.1 - - 31.3 HCM Lane LOS F A - - A - - D HCM 95th %tile Q(veh) 3.3 0.2 - - 0.1 - - 1.4 91 HCM 6th TWSC 5: Redwood & Suniga Long Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 36 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 370 45 155 450 55 40 45 55 30 65 80 Future Vol, veh/h 50 370 45 155 450 55 40 45 55 30 65 80 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 53 389 47 163 474 58 42 47 58 32 68 84 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 532 0 0 436 0 0 1116 1377 218 1153 1371 266 Stage 1 ------519519-829829- Stage 2 ------597858-324542- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1032 - - 1120 - - 162 144 786 152 145 732 Stage 1 ------508531-331383- Stage 2 ------456372-662518- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1032 - - 1120 - - 67 117 786 83 117 732 Mov Cap-2 Maneuver ------67117-83117- Stage 1 ------482504-314327- Stage 2 ------273318-527492- Approach EB WB NB SB HCM Control Delay, s 0.9 2.1 175.1 145.9 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)133 1032 - - 1120 - - 171 HCM Lane V/C Ratio 1.108 0.051 - - 0.146 - - 1.077 HCM Control Delay (s) 175.1 8.7 - - 8.8 - - 145.9 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 8.4 0.2 - - 0.5 - - 9.2 92 HCM 6th TWSC 5: Redwood & Suniga Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 469.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 110 485 65 105 525 40 70 135 155 50 75 75 Future Vol, veh/h 110 485 65 105 525 40 70 135 155 50 75 75 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 ----200--200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 116 511 68 111 553 42 74 142 163 53 79 79 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 595 0 0 579 0 0 1315 1594 290 1355 1607 298 Stage 1 ------777777-796796- Stage 2 ------538817-559811- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 977 - - 991 - - 116 ~ 106 707 108 104 698 Stage 1 ------356405-347397- Stage 2 ------495388-481391- Platoon blocked, % - - - - Mov Cap-1 Maneuver 977 - - 991 - - ~ 9 ~ 83 707 - 81 698 Mov Cap-2 Maneuver ------~ 9~ 83--81- Stage 1 ------314357-306353- Stage 2 ------303345-196344- Approach EB WB NB SB HCM Control Delay, s 1.5 1.4 $ 2457.6 HCM LOS F - Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)22 707 977 - - 991 - - - 698 HCM Lane V/C Ratio 9.809 0.231 0.119 - - 0.112 - - - 0.113 HCM Control Delay (s) $ 4307 11.6 9.2 - - 9.1 - - - 10.8 HCM Lane LOS F B A - - A - - - B HCM 95th %tile Q(veh) 27.2 0.9 0.4 - - 0.4 - - - 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 93 HCM 6th Signalized Intersection Summary 5: Redwood & Suniga Long Total AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 370 45 155 450 55 40 45 55 30 65 80 Future Volume (veh/h) 50 370 45 155 450 55 40 45 55 30 65 80 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 389 38 163 474 49 42 47 5 32 68 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 528 847 82 613 1051 108 265 180 264 220 227 264 Arrive On Green 0.06 0.26 0.26 0.12 0.32 0.32 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow, veh/h 1781 3272 318 1781 3252 335 531 1081 1585 368 1362 1585 Grp Volume(v), veh/h 53 210 217 163 258 265 89 0 5 100 0 5 Grp Sat Flow(s),veh/h/ln 1781 1777 1813 1781 1777 1810 1612 0 1585 1730 0 1585 Q Serve(g_s), s 0.6 3.0 3.0 1.9 3.4 3.5 0.0 0.0 0.1 0.0 0.0 0.1 Cycle Q Clear(g_c), s 0.6 3.0 3.0 1.9 3.4 3.5 1.4 0.0 0.1 1.4 0.0 0.1 Prop In Lane 1.00 0.18 1.00 0.19 0.47 1.00 0.32 1.00 Lane Grp Cap(c), veh/h 528 460 469 613 574 585 446 0 264 447 0 264 V/C Ratio(X) 0.10 0.46 0.46 0.27 0.45 0.45 0.20 0.00 0.02 0.22 0.00 0.02 Avail Cap(c_a), veh/h 1165 2342 2390 1849 3054 3111 1884 0 1719 1976 0 1719 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 7.2 9.3 9.3 6.5 8.0 8.0 10.9 0.0 10.4 11.0 0.0 10.4 Incr Delay (d2), s/veh 0.1 0.7 0.7 0.2 0.6 0.5 0.2 0.0 0.0 0.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.9 0.9 0.4 0.9 0.9 0.4 0.0 0.0 0.5 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 7.3 10.0 10.1 6.7 8.6 8.6 11.1 0.0 10.5 11.2 0.0 10.5 LnGrp LOS ABBAAABABBAB Approach Vol, veh/h 480 686 94 105 Approach Delay, s/veh 9.8 8.1 11.1 11.2 Approach LOS AABB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.2 12.3 9.5 6.3 14.2 9.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 24.5 39.5 32.5 12.5 51.5 32.5 Max Q Clear Time (g_c+I1), s 3.9 5.0 3.4 2.6 5.5 3.4 Green Ext Time (p_c), s 0.4 2.7 0.5 0.1 3.5 0.5 Intersection Summary HCM 6th Ctrl Delay 9.1 HCM 6th LOS A 94 Timing Report, Sorted By Phase 5: Redwood & Suniga Long Total AM Synchro 11 Light Report Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None Min None None Min Maximum Split (s)29 44 37 17 56 37 Maximum Split (%) 26.4% 40.0% 33.6% 15.5% 50.9% 33.6% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)0 29 73 0 17 73 End Time (s)29 73 0 17 73 0 Yield/Force Off (s)24.5 68.5 105.5 12.5 68.5 105.5 Yield/Force Off 170(s) 24.5 57.5 105.5 12.5 57.5 105.5 Local Start Time (s)81 0 44 81 98 44 Local Yield (s)105.5 39.5 76.5 93.5 39.5 76.5 Local Yield 170(s) 105.5 28.5 76.5 93.5 28.5 76.5 Intersection Summary Cycle Length 110 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 5: Redwood & Suniga 95 Queues 5: Redwood & Suniga Long Total AM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBT NBR SBT SBR Lane Group Flow (vph) 53 436 163 532 89 58 100 84 v/c Ratio 0.10 0.42 0.28 0.35 0.27 0.14 0.28 0.20 Control Delay 5.0 13.3 5.7 9.4 17.2 2.5 17.1 4.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.0 13.3 5.7 9.4 17.2 2.5 17.1 4.7 Queue Length 50th (ft) 4 40 14 24 17 0 19 0 Queue Length 95th (ft) 15 81 37 92 51 10 56 21 Internal Link Dist (ft) 321 567 322 290 Turn Bay Length (ft) 250 250 200 200 Base Capacity (vph) 797 3280 1201 3483 1239 1320 1337 1320 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.07 0.13 0.14 0.15 0.07 0.04 0.07 0.06 Intersection Summary 96 HCM 6th Signalized Intersection Summary 5: Redwood & Suniga Long Total PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 110 485 65 105 525 40 70 135 155 50 75 75 Future Volume (veh/h) 110 485 65 105 525 40 70 135 155 50 75 75 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 116 511 59 111 553 37 74 142 40 53 79 19 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 288 727 84 290 756 51 82 128 817 87 101 817 Arrive On Green 0.07 0.23 0.23 0.07 0.22 0.22 0.52 0.52 0.52 0.52 0.52 0.52 Sat Flow, veh/h 1781 3211 370 1781 3381 226 25 248 1585 28 196 1585 Grp Volume(v), veh/h 116 282 288 111 290 300 216 0 40 132 0 19 Grp Sat Flow(s),veh/h/ln 1781 1777 1804 1781 1777 1830 273 0 1585 224 0 1585 Q Serve(g_s), s 3.5 10.2 10.3 3.3 10.6 10.6 1.6 0.0 0.9 1.6 0.0 0.4 Cycle Q Clear(g_c), s 3.5 10.2 10.3 3.3 10.6 10.6 36.1 0.0 0.9 36.1 0.0 0.4 Prop In Lane 1.00 0.20 1.00 0.12 0.34 1.00 0.40 1.00 Lane Grp Cap(c), veh/h 288 402 409 290 398 409 210 0 817 188 0 817 V/C Ratio(X) 0.40 0.70 0.70 0.38 0.73 0.73 1.03 0.00 0.05 0.70 0.00 0.02 Avail Cap(c_a), veh/h 586 927 941 568 901 928 638 0 1234 591 0 1234 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.6 24.9 24.9 19.6 25.2 25.2 18.2 0.0 8.4 16.4 0.0 8.3 Incr Delay (d2), s/veh 0.9 2.2 2.2 0.8 2.6 2.5 36.7 0.0 0.0 4.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 4.3 4.4 1.4 4.5 4.7 3.7 0.0 0.3 1.2 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.6 27.1 27.1 20.5 27.8 27.8 54.8 0.0 8.5 21.2 0.0 8.3 LnGrp LOS CCCCCCFAACAA Approach Vol, veh/h 686 701 256 151 Approach Delay, s/veh 26.0 26.6 47.6 19.6 Approach LOS C C D B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.2 20.7 42.2 9.4 20.5 42.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 36.5 54.5 16.5 35.5 54.5 Max Q Clear Time (g_c+I1), s 5.3 12.3 38.1 5.5 12.6 38.1 Green Ext Time (p_c), s 0.2 3.6 0.7 0.2 3.7 1.2 Intersection Summary HCM 6th Ctrl Delay 28.8 HCM 6th LOS C 97 Timing Report, Sorted By Phase 5: Redwood & Suniga Long Total PM Synchro 11 Light Report Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None Min None None Min Maximum Split (s)20 41 59 21 40 59 Maximum Split (%) 16.7% 34.2% 49.2% 17.5% 33.3% 49.2% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)0 20 61 0 21 61 End Time (s)20 61 0 21 61 0 Yield/Force Off (s)15.5 56.5 115.5 16.5 56.5 115.5 Yield/Force Off 170(s) 15.5 45.5 115.5 16.5 45.5 115.5 Local Start Time (s)99 119 40 99 0 40 Local Yield (s)114.5 35.5 94.5 115.5 35.5 94.5 Local Yield 170(s) 114.5 24.5 94.5 115.5 24.5 94.5 Intersection Summary Cycle Length 120 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 5: Redwood & Suniga 98 Queues 5: Redwood & Suniga Long Total PM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBT NBR SBT SBR Lane Group Flow (vph) 116 579 111 595 216 163 132 79 v/c Ratio 0.24 0.49 0.23 0.53 0.48 0.29 0.31 0.16 Control Delay 7.6 15.6 7.8 17.0 21.0 5.0 18.6 5.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.6 15.6 7.8 17.0 21.0 5.0 18.6 5.6 Queue Length 50th (ft) 14 68 13 74 53 0 31 0 Queue Length 95th (ft) 43 137 41 148 128 37 81 26 Internal Link Dist (ft) 321 567 322 290 Turn Bay Length (ft) 250 250 200 200 Base Capacity (vph) 774 2602 768 2566 1510 1518 1444 1514 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.15 0.22 0.14 0.23 0.14 0.11 0.09 0.05 Intersection Summary 99 HCM 6th TWSC 16: Lindenmeier & Site Access Long Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 55 5 30 25 10 35 Future Vol, veh/h 55 5 30 25 10 35 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 58 5 32 26 11 37 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 104 45 0 0 58 0 Stage 1 45 ----- Stage 2 59 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 894 1025 - - 1546 - Stage 1 977 ----- Stage 2 964 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 888 1025 - - 1546 - Mov Cap-2 Maneuver 888 ----- Stage 1 977 ----- Stage 2 957 ----- Approach WB NB SB HCM Control Delay, s 9.3 0 1.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 898 1546 - HCM Lane V/C Ratio - - 0.07 0.007 - HCM Control Delay (s) - - 9.3 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - 100 HCM 6th TWSC 16: Lindenmeier & Site Access Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 35 5 40 80 10 25 Future Vol, veh/h 35 5 40 80 10 25 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 37 5 42 84 11 26 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 132 84 0 0 126 0 Stage 1 84 ----- Stage 2 48 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 862 975 - - 1460 - Stage 1 939 ----- Stage 2 974 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 855 975 - - 1460 - Mov Cap-2 Maneuver 855 ----- Stage 1 939 ----- Stage 2 966 ----- Approach WB NB SB HCM Control Delay, s 9.4 0 2.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 868 1460 - HCM Lane V/C Ratio - - 0.049 0.007 - HCM Control Delay (s) - - 9.4 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - 101 APPENDIX I 102 BURLINGTON NORTH SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Vine Drive Lincoln Avenue Lemay Avenue Buckingham Street Re d w o o d S t r e e t Suniga Road Conifer Street Li n d e n m e i e r R o a d 103 Table 1 Pedestrian LOS Worksheet Project Location Classification: Other Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Residential to the south Residential Minimum C C C C C 1 Actual A D C B B Proposed A D C B B Sugar Beet Park to the south Recreational Minimum C C C C C 2 Actual A D C B B Proposed A D C B B Residential to the west (under construction) Residential Minimum C C C C C 3 Actual A C B B B Proposed A C B B B Future Multi-Use Trail to the north Recreational Minimum C C C C C 4 Actual A D B B B Proposed A C B B B Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 104 BURLINGTON NORTH SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Vine Drive Lincoln Avenue Lemay Avenue Buckingham Street Re d w o o d S t r e e t Suniga Road Conifer Street Li n d e n m e i e r R o a d 105 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Multi-Use Trail to the north Recreational B A A 1 Sugar Beet Park Recreational B A A 2 3 4 106