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HomeMy WebLinkAboutSANCTUARY ON THE GREEN - PDP210018 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pederstrian Facilities ....................................................................................................... 5 Bicycle Facilities .............................................................................................................. 5 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................... 9 Trip Assignment .............................................................................................................. 9 Background Traffic Projections ..................................................................................... 14 Total Traffic Forecasts ................................................................................................... 14 Signal Warrants ............................................................................................................. 14 Operation Analysis ........................................................................................................ 14 Geometry ...................................................................................................................... 20 Pedestrian Level of Service ........................................................................................... 20 Bicycle Level of Service ................................................................................................ 26 Transit Level of Service ................................................................................................. 26 IV. CONCLUSIONS .................................................................................................... 27 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 11 3. Short Range (2026) Background Peak Hour Operation ......................................... 19 4. Long Range (2040) Background Peak Hour Operation ........................................... 21 5. Short Range (2026) Total Peak Hour Operation ..................................................... 22 6. Long Range (2040) Total Peak Hour Operation ...................................................... 23 DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry ................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 10 6. Trip Distribution ....................................................................................................... 12 7. Site Generated Peak Hour Traffic ........................................................................... 13 8. Short Range (2026) Background Peak Hour Traffic ................................................ 15 9. Long Range (2040) Background Peak Hour Traffic ................................................. 16 10. Short Range (2026) Total Peak Hour Traffic ........................................................... 17 11. Long Range (2040) Total Peak Hour Traffic ............................................................ 18 12. Short Range (2026) Geometry ................................................................................ 24 13. Long Range (2040) Geometry ................................................................................. 25 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. Short Range (2026) Background Peak Hour Operation E. Long Range (2040) Background Peak Hour Operation F. Short Range (2026) Total Peak Hour Operation G. Long Range (2040) Total Peak Hour Operation H. Pedestrian/Bicycle Level of Service Worksheets DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements for the proposed Sanctuary-On-The-Green development. The proposed Sanctuary-On-The-Green site is located west of (adjacent to) Taft Hill Road and north of Laporte Avenue in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the owner/developer (Solitaire Homes), the project planning consultant (Ripley Design), and Fort Collins Traffic Operations. 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). 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 “Sanctuary-On-The-Green Transportation Impact Study,” dated April 2019. This revision addresses changes to the site plan, as well as some comments from the City of Fort Collins staff. DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Sanctuary-On-The-Green site 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 institutional (Poudre Valley High School), residential, and open space. The Poudre Valley High School and some Poudre School District Offices/Facilities are south of the site, accessed via Impala Drive and Stephens Street. There are residential uses surrounding the site. The center of Fort Collins lies to the southeast of the proposed Sanctuary-On-The-Green site. Streets The primary streets near the Sanctuary-On-The-Green site are Taft Hill Road and Laporte Avenue. Figure 2 shows a schematic of the existing geometry at the Taft Hill/Laporte, Taft Hill/Laporte Outreach Church, Laporte/Impala-Driveway, and Laporte/ Stephens-Poudre Community Academy intersections. Taft Hill Road is to the east of (adjacent to) the Sanctuary-On-The-Green site. It is a north-south street designated as a two-lane arterial street north of Mulberry Street on the Fort Collins Master Street Plan. Currently, Taft Hill Road has a two-lane cross section (with center median lane) just south of Laporte Avenue. North of Laporte Avenue, Taft Hill Road has a two-lane cross section (no center median). The posted speed in this section of Taft Hill Road is 35 mph. At the Taft Hill/Laporte intersection, Taft Hill Road has northbound and southbound left-turn lanes, one through lane in each direction, and northbound and southbound right-turn lanes. The Taft Hill/Laporte intersection has signal control. At the Taft Hill/Laporte Outreach Church intersection, Taft Hill Road has all northbound and southbound movements combined into single lanes. The Taft Hill/Laporte Outreach Church intersection has stop control on the Laporte Outreach Church. Laporte Avenue is an east-west street designated as a two-lane arterial street on the Fort Collins Master Street Plan. Currently, Laporte Avenue has a two-lane cross section, with a center lane on both sides of the Laporte/Impala-Driveway intersection, with an existing speed limit of 35 mph. At the Taft Hill/Laporte intersection, Laporte Avenue has eastbound and westbound left-turn lanes, one through lane in each direction, and eastbound and westbound right-turn lanes. At the Laporte/Impala- Driveway intersection, Laporte Avenue has a westbound left-turn lane and one through lane in each direction. The Laporte/Impala-Driveway intersection has stop sign control on Impala Drive. At the Laporte/Stephens-Poudre Community Academy intersection, Laporte Avenue has all eastbound and westbound movements combined into single lanes. The Laporte/Stephens-Poudre Community Academy intersection has stop sign control on Stephens Street and the Poudre Community Academy Access. BURLIN GTO N NO RTHER N RAILRO AD Laporte Taft HillOverlandVine Mulberry Sanctuary- On-The- Green Stephens ImpalaBriarwoodImpala DriveEast Access Stephens StreetWest AccessLaporte Avenue Taft Hill RoadSCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 4 Laporte Taft HillLaporte Outreach Church PoudreCommunityAcademyStephensImpalaSTOP STOP STOP STOP- Denotes Lane _ Two-way Continuous Left-turn LaneDrivewaySTOP DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 5 Existing Traffic Recent peak hour traffic volumes at the Taft Hill/Laporte, Taft Hill/Laporte Outreach Church, Laporte/Impala-Driveway, and Laporte/Stephens-Poudre Community Academy intersections are shown in Figure 3. The counts at the Taft Hill/Laporte intersection were obtained in October 2019 by the City of Fort Collins. The counts at the Taft Hill/Laporte Outreach Church, Laporte/Impala-Driveway, and Laporte/ Stephens-Poudre Community Academy intersections were obtained in October 2021. Raw traffic count data is provided in Appendix B. Since the counts were performed on different days, the traffic volumes were adjusted/balanced and are shown in Figure 4. Existing Operation The Taft Hill/Laporte, Taft Hill/Laporte Outreach Church, Laporte/Impala- Driveway, and Laporte/Stephens-Poudre Community Academy intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections currently meet the Fort Collins operational criteria with existing control, signal timing, and geometry. The intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual. 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/local unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service D overall. It is important to note that as arterial streets, Taft Hill Road and Laporte Avenue should have a center median lane. Some sections of these streets were built prior to the current street standards. In subsequent operational analyses in this TIS, the Taft Hill/Laporte Outreach Church intersection will be displayed on the figures but not analyzed. Pedestrian Facilities There are sidewalks along the west side of Taft Hill Road, south of Laporte Avenue. To the north of Laporte Avenue, there are no sidewalks along Taft Hill Road. There are sidewalks along the south side of Laporte Avenue. There is a painted crosswalk across Laporte Avenue, just to the west of Stephens Street-Poudre Community Academy Access. Bicycle Facilities There are bicycle lanes along Taft Hill Road and Laporte Avenue within the study area. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 6 Laporte Taft HillLaporte Outreach Church PoudreCommunityAcademyStephensImpalaDriveway11/60/025/261/11/0 190/169 6/9 17/17 138/179 0/10/00/02/120/035/1261/00/1 184/191 27/11 195/79 145/181 0/00/00/0149/117239/348130/11642/3184/78 175/167 120/177 65/230 204/210 27/30275/365139/75453/4000/1322/4070/30/0 2/1 AM/PM ADJUSTED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 6 Laporte Taft HillLaporte Outreach Church PoudreCommunityAcademyStephensImpalaDriveway11/60/025/261/11/0 190/169 6/9 17/17 138/179 0/10/00/02/120/035/1261/00/1 184/191 27/11 195/79 145/181 0/00/00/0149/117231/330130/11642/2981/74 175/167 120/177 65/230 204/210 26/28275/340139/70453/4350/1336/4300/30/0 2/1 DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 8 Transit Facilities Currently, this area of Fort Collins is served by Transfort Routes 9 and 92. TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT B C EB T B D EB RT B D EB APPROACH B D WB LT B D WB T B D WB RT B C WB APPROACH B D NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT B B SB T B B SB RT B B SB APPROACH B B OVERALL B C Taft Hill/Laporte Outreach Church (stop sign) WB LT C C WB RT A A WB APPROACH C C SB LT/T A A OVERALL A A Laporte/Impala-Driveway (stop sign) NB LT C C NB RT A B NB APPROACH B B SB LT/RT C A EB LT A A WB LT A A OVERALL A A Laporte/Stephens-Poudre Community Academy (stop sign) NB LT/T/RT B B SB LT/T/RT B B EB LT/T/RT A A WB LT/T/RT A A OVERALL A A DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT Figure 5 shows a site plan of the proposed Sanctuary-On-The-Green site. The proposed Sanctuary-On-The-Green development will consist of 34 single family detached dwelling units, 12 single family duplex dwelling units, 12 single family four-plex units, 119 single family attached (rowhomes) dwelling units, and 35 single family townhome dwelling units. The existing parking lot for the Poudre Community Academy will be reconfigured and a street site access (West Access) will be constructed. The new West Access will line-up with Stephens Street. The Site Access (East Access) to/from Taft Hill Road will be located approximately 375 feet north of the Laporte Outreach Church parking lot. The short range analysis (Year 2026) includes development of the Sanctuary-On-The-Green site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. As arterial streets, Taft Hill Road and Laporte Avenue should have left-turn lanes or a two-way continuous left-turn lane at all intersections. It is assumed that this improvement would be constructed complete with bicycle lanes and sidewalks as a City capital improvement project. The long range analysis year is considered to be 2040. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 10th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the Sanctuary-On-The-Green site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation for the Sanctuary-On-The-Green site on a daily and peak hour basis. The trip generation for full development of the Sanctuary-On-The-Green site resulted in 1,626 daily trip ends, 123 morning peak hour trip ends, and 153 afternoon peak hour trip ends. Trip Distribution Trip distribution for the Sanctuary-On-The-Green site was based on existing/ future travel patterns, land uses in the area, consideration of trip attractions/productions in Fort Collins, and engineering judgment. Figure 6 shows the trip distribution for the short range (2026) and long range (2040) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Trip Assignment 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 7 shows the site generated peak hour traffic assignment at the Taft Hill/ Laporte, Taft Hill/East Access, Laporte/Impala-Driveway, and Laporte/Stephens-West Access intersections. SCALE: 1"=400' SITE PLAN Figure 5 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 10SSSSSSSSSWWWWWWWSSSSSSWSSSSSWWWWWWWSWWWWWSSSSS S S SSSSS SSS SSS SWW WW WWW WWW WWWWWWS SWWSWWWSWWWWWSSSSSSSSSSSSSSSSSSSSSWWWWWWWWSSSSWWWWWWWWWWWWWWSSSSWSWWWWSSSSWWWSS SSSSWWWWWWW W WW WW W S S S S S S WW W W W W W SS S S S S W W S S S WWWWWWWWSSSSSSSSWWWWWWWWSSSSSSSSWWWWWWSSSSSSSSSWWWWWWWWW WW W WWWWWW W W S SSS SSSS SS S W W W W WW W WWWS WSWSW WSWWWWWWWWWSSWWWWWWSSS SSSSSS S S WWWWWW SSSSSSSSSSSSSSSFS S S S SS S S S FEEEEEEEEEE EEEE EEE EE EEEEEEEEEEEEEEEEE EEEEEEEEEEEEEEE E EEEEEE EEE EEEE EEEEE EEE WWWWWWWWWSSSSSSSSSSSSWWWWWW W W W W S S S S S SSWWWE E EESSWWWWWWWWWSSSSSSSSSSWWWWWWWSSSSSSSWSWSImpala DriveEast Access Stephens Street West Access Laporte Avenue Taft Hill Road Single Family Detached - 34 D.U. Single Family Attached (Rowhomes) - 119 D.U. Single Family Attached (Townhomes) - 35 D.U. Single Family Duplex - 12 D.U. Single Family Four-plex - 12 D.U. DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 11 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out West Portion 210 Single Family Detached 34 D.U. EQ 386 EQ 7 EQ 22 EQ 23 EQ 13 210 Two Family Duplex 12 D.U. EQ 148 EQ 3 EQ 10 EQ 8 EQ 5 220 Single Family Attached (Rowhomes) 10 D.U. EQ 34 EQ 1 EQ 4 EQ 5 EQ 3 Subtotal 568 11 36 36 21 East Portion 220 Single Family Attached (Rowhomes) 109 D.U. EQ 784 EQ 12 EQ 40 EQ 40 EQ 24 220 Single Family Attached (Townhome) 35 D.U. EQ 224 EQ 4 EQ 14 EQ 14 EQ 9 220 Single Family Four-plex 12 D.U. EQ 50 EQ 1 EQ 5 EQ 6 EQ 3 Subtotal 1058 17 59 60 36 Total 1626 28 95 96 57 Impala DriveEast Access Stephens StreetWest AccessLaporte Avenue Taft Hill RoadLaporte Taft HillVine 45%StephensImpala5%45%5%SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 12 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 13 Laporte Taft HillLaporte Outreach Church StephensImpalaDriveway0/2 1/3 14/36 5/168/2727/163/4 16/9 16/10 5/16 8/2727/164/458/3619/58East Access 17/572/11/31/23/2 57/34 West Access2/134/2011/34 3/2 35/23 DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 14 Background Traffic Projections Figures 8 and 9 show the respective short range (2026) and long range (2040) background traffic projections. The short range (2026) background traffic was developed by factoring the volumes on Laporte Avenue and Taft Hill Road by two percent per year. The background traffic growth was agreed to by City of Fort Collins staff in the scoping discussions. Total Traffic Forecasts Figures 10 and 11 show the respective short range (2026) and long range (2040) total (site plus background) peak hour traffic assignment at the Taft Hill/Laporte, Taft Hill/East Access, Laporte/Impala-Driveway, and Laporte/Stephens-West Access intersections. Signal Warrants The Taft Hill/Laporte intersection has signal control. 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. In the short range (2026) and long range (2040) futures, it is not likely that any of the stop sign controlled intersections meet peak hour signal warrants or signal spacing criteria. Operation Analysis Operation analyses were performed at the Taft Hill/Laporte, Taft Hill/East Access, Laporte/Impala-Driveway, and Laporte/Stephens-West Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2026 and 2040 conditions, respectively. As mentioned earlier, as arterial streets, Taft Hill Road and Laporte Avenue should have left-turn lanes or a two-way continuous left-turn median lane. Some sections of these streets were built prior to the current street standards. In the operational analyses, it is assumed that Laporte Avenue and Taft Hill Road will have standard two-lane arterial cross sections complete with bicycle lanes and sidewalks. Also mentioned earlier in this TIS, the Taft Hill/Laporte Outreach Church intersection will be displayed on the figures but not analyzed. The long range (2040) analyses are provided for informational purposes. Using the traffic volumes shown in Figure 8, the Taft Hill/Laporte, Laporte/Impala- Driveway, and Laporte/Stephens-Poudre Community Academy intersections operate in the short range (2026) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections will meet the Fort Collins operational criteria during the peak hours with existing control, signal timing, and anticipated geometry. AM/PM SHORT RANGE (2026) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 15 Laporte Taft HillLaporte Outreach Church PoudreCommunityAcademyStephensImpalaDriveway11/60/027/281/11/0 209/186 6/9 18/18 152/197 0/10/00/03/130/040/1301/00/1 202/210 30/13 200/83 159/199 0/00/00/0164/129254/36314312746/3289/81 193/184 132/195 71/253 224/231 29/31302/374153/77498/4780/1370/4730/30/0 2/1 LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 16 Laporte Taft HillLaporte Outreach Church PoudreCommunityAcademyStephensImpalaDriveway15/100/035/35NOMNOM 265/235 10/10 20/20 195/250 NOM0/00/05/150/050/175NOMNOM 260/265 35/15 250/110 200/255 0/00/00/0210/165325/460180/16060/40115/105 245/235 170/250 90/320 285/295 35/40385/475195/100635/610NOM470/6000/50/0 5/5 AM/PM Rounded to Nearest 5 Vehicles AM/PM SHORT RANGE (2026) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 17 Laporte Taft HillLaporte Outreach Church StephensImpalaDriveway11/60/025/2635/211/2 210/189 6/9 17/17 155/199 11/350/02/13/130/040/1301/00/1 237/233 30/13 200/83 173/235 0/00/00/0556/5140/1389/5310/30/0 2/1 East Access 17/57372/4741/3499/4813/2 57/34 West Access169/145262/39014312773/4892/85 209/193 148/205 71/253 229/249 37/48329/390157/81 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 18 Laporte Laporte Outreach Church PoudreCommunityAcademyStephensImpalaDriveway15/100/035/3535/200/5 265/240 10/10 20/20 200/255 10/350/05/55/150/050/175NOMNOM 295/290 35/15 250/110 215/295 0/00/00/0215/180335/485180/16085/55120/110 260/245 185/260 90/320 290/315 45/70415/495200/105695/650NOM490/6600/50/0 5/5 AM/PM Rounded to Nearest 5 Vehicles Taft HillEast Access 15/60475/6005/5635/6155/5 60/35 DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 19 TABLE 3 Short Range (2026) Background Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT B C EB T B D EB RT B D EB APPROACH B D WB LT B E (57.4 secs) WB T B D WB RT B C WB APPROACH B D NB LT B B NB T A A NB RT A A NB APPROACH A A SB LT B B SB T B B SB RT B B SB APPROACH B B OVERALL B C Laporte/Impala-Driveway (stop sign) NB LT C C NB RT A B NB APPROACH B B SB LT/RT C A EB LT A A WB LT A A OVERALL A A Laporte/Stephens-Poudre Community Academy (stop sign) NB LT/T/RT B B SB LT/T/RT B B EB LT A A WB LT A A OVERALL A A DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 20 Using the traffic volumes shown in Figure 9, the Taft Hill/Laporte, Laporte/Impala- Driveway, and Laporte/Stephens-Poudre Community Academy intersections operate in the long range (2040) background traffic future as indicated in Table 4. The signal timing was adjusted to mitigate the level of service E for the westbound approach during the afternoon peak hour at the Taft Hill/Laporte intersection. Calculation forms for these analyses are provided in Appendix E. Table 5 shows the short range (2026) total peak hour operation at the Taft Hill/ Laporte, Taft Hill/East Access, Laporte/Impala-Driveway, and Laporte/Stephens-West Access intersections (Figure 10). The key intersections will meet the Fort Collins operational criteria during the peak hours with existing control, signal timing, and anticipated/recommended geometry. Calculation forms for these analyses are provided in Appendix F. Using the traffic volumes shown in Figure 11, the Taft Hill/Laporte, Taft Hill/East Access, Laporte/Impala-Driveway, and Laporte/Stephens-West Access intersections operate in the long range (2040) total traffic future as indicated in Table 6. The signal timing was adjusted to mitigate the level of service E for the westbound approach during the afternoon peak hour at the Taft Hill/Laporte intersection. Calculation forms for these analyses are provided in Appendix G. Geometry Figure 12 shows a schematic of the short range (2026) geometry. As mentioned earlier, as arterial streets, Taft Hill Road and Laporte Avenue should have left-turn lanes or a two-way continuous left-turn median lane. Some sections of these streets were built prior to the current street standards. A northbound left-turn lane is required on Taft Hill Road approaching the East Access. Figure 13 shows a schematic of the long range (2040) geometry. It is recommended that a two-way continuous left-turn lane be considered for Laporte Avenue. This would provide access to the various driveways and intersections along Laporte Avenue. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of the Sanctuary- On-The-Green site. The Sanctuary-On-The-Green site is located within an area termed as “other,” which sets the level of service threshold at LOS C for all measured factors. It is also within an area termed as “school walking area,” which sets the level of service threshold at LOS B for all measured factors, except for “visual interest & amenities,” which is LOS C. There are four destination areas within 1320 feet of the proposed Sanctuary-On-The-Green site: 1) Poudre High School to the south of the site; 2) the residential uses to the west of the site; 3) the residential uses and Irish Elementary School to the north of the site; and 4) the residential uses to the northeast of the site. DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 21 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT C C EB T D D EB RT C D EB APPROACH C D WB LT C D WB T D D WB RT C C WB APPROACH D D NB LT B B NB T B B NB RT A B NB APPROACH B B SB LT B C SB T C C SB RT B B SB APPROACH B C OVERALL C C Laporte/Impala-Driveway (stop sign) NB LT D C NB RT B B NB APPROACH B B SB LT/RT D A EB LT A A WB LT A A OVERALL A A Laporte/Stephens-Poudre Community Academy (stop sign) NB LT/T/RT B B SB LT/T/RT B B EB LT A A WB LT A A OVERALL A A DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 22 TABLE 5 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT B C EB T B D EB RT B D EB APPROACH B D WB LT B E (57.2 secs) WB T B D WB RT B C WB APPROACH B D NB LT B B NB T A B NB RT A A NB APPROACH A B SB LT B B SB T B B SB RT B A SB APPROACH B B OVERALL B C Taft Hill/East Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A Laporte/Impala-Driveway (stop sign) NB LT C C NB RT B B NB APPROACH B B SB LT/RT D A EB LT A A WB LT A A OVERALL A A Laporte/Stephens-West Access (stop sign) NB LT/T/RT B B SB LT/T/RT B B EB LT A A WB LT A A OVERALL A A DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 23 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT C C EB T D D EB RT C D EB APPROACH D D WB LT C D WB T D D WB RT C C WB APPROACH D D NB LT B B NB T B B NB RT A B NB APPROACH B B SB LT B C SB T C C SB RT B B SB APPROACH C C OVERALL C C Taft Hill/East Access (stop sign) EB LT/RT C C NB LT A A OVERALL A A Laporte/Impala-Driveway (stop sign) NB LT D C NB RT B B NB APPROACH B B SB LT/RT D A EB LT A A WB LT A A OVERALL A A Laporte/Stephens-West Access (stop sign) NB LT/T/RT B B SB LT/T/RT B B EB LT A A WB LT A A OVERALL A A SHORT RANGE (2023) GEOMETRY Figure 12 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 24 Laporte Taft HillEast Access StephensImpalaWest AccessSTOPSTOP STOP _ Two-way Continuous Left-turn Lane - Required Lane - Existing Lane STOPDrivewaySTOP LONG RANGE (2040) GEOMETRY Figure 13 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Page 25 Laporte Taft HillEast Access StephensImpalaWest AccessSTOPSTOP STOP STOPDrivewaySTOP _ Two-way Continuous Left-turn Lane - Denotes Lane DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 26 There are sidewalks along the west side of Taft Hill Road, south of Laporte Avenue. To the north of Laporte Avenue, there are no sidewalks along Taft Hill Road. There are sidewalks along the south side of Laporte Avenue. There are no sidewalks along the north side of Laporte Avenue. There is a painted crosswalk across Laporte Avenue, just to the west of Stephens Street-Poudre Community Academy Access. There are sidewalks along all streets in the area of the Sanctuary-On-The-Green site. It is expected that the Sanctuary-On-The-Green will construct sidewalks within the development that will link to the existing sidewalk system. • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A), except destination 5. The directness will be LOS B for destination 5. • Continuity – The continuity to all pedestrian destinations will be acceptable at LOS B, since there are existing sidewalks adjacent to all the destination areas. • Street Crossings – The street crossings will be acceptable at LOS B for destination areas 1, 2, and 3. For destination areas 4 and 5, the LOS will be C crossing Ziegler Road at the Ziegler/Council Tree-HP Access intersection. • Visual Interest and Amenity – The visual interest and amenity will be acceptable at LOS B for destination areas 1, 2, and 3. For destination areas 4 and 5, the LOS will be C. • Security – The security is acceptable at LOS B for destination areas 1, 2, and 3. For destination areas 4 and 5, the LOS will be C. Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of the Sanctuary- On-The-Green site. There are two bicycle destinations within 1320 feet of the site: 1) Poudre High School to the south of the site and 2) Irish Elementary School to the north of the site. The Bicycle LOS Worksheet is provided in Appendix H. The minimum level of service for this site is C. This site is connected to bike lanes on Taft Hill Road and Laporte Avenue. There is/will be a trail connection to the north. Therefore, it is concluded that level of service B can be achieved. Transit Level of Service Currently, this area of Fort Collins is served by Transfort Routes 9 and 92. DELICH Sanctuary-On-The-Green TIS, November 2021 ASSOCIATES Page 27 IV. CONCLUSIONS This study assessed the impacts of the Sanctuary-On-The-Green site on the street system in the vicinity of the proposed development in the short range (2026) and long range (2040) future. As a result of this analysis, the following is concluded: - The development of the Sanctuary-On-The-Green site is feasible from a traffic engineering standpoint. The trip generation for full development of the Sanctuary- On-The-Green site resulted in 1,626 daily trip ends, 123 morning peak hour trip ends, and 153 afternoon peak hour trip ends. - The Taft Hill/Laporte, Taft Hill/Laporte Outreach Church, Laporte/Impala- Driveway, and Laporte/Stephens-Poudre Community Academy intersections currently meet the Fort Collins operational criteria with existing control, signal timing, and geometry. It is important to note that as arterial streets, Taft Hill Road and Laporte Avenue should have a center median lane. Some sections of these streets were built prior to the current street standards. - In the short range (2026) and long range (2040) futures, the stop sign controlled intersections do not meet peak hour signal warrants. - In the short range (2026) future, given development of the Sanctuary-On-The- Green site and an increase in background traffic, the key intersections will meet the Fort Collins operational criteria during the peak hours with existing control, signal timing, and geometry. As arterial streets, Taft Hill Road and Laporte Avenue should have left-turn lanes or a two-way continuous left-turn median lane likely built as a City capital improvement project. Some sections of these streets were built prior to the current street standards. A northbound left-turn lane is required on Taft Hill Road approaching the East Access. - The short range (2026) and long range (2040) geometry is shown in Figures 12 and 13, respectively. - Acceptable level of service is achieved for the pedestrian and bicycle modes based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area. Currently, this area of Fort Collins is served by Transfort Routes 9 and 92. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/24/2019 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Taft Hill/Laporte S = straight L = left turn Time Northbound: Taft Hill Southbound: Taft Hill Total Eastbound: Laporte Westbound: Laporte Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 32 72 38 142 9 72 13 94 236 10 32 19 61 21 18 3 42 103 339 7:45 60 76 49 185 8 89 33 130 315 16 43 16 75 20 45 1 66 141 456 8:00 25 32 1 58 14 35 51 100 158 49 58 42 149 10 98 23 131 280 438 8:15 32 59 42 133 11 79 42 132 265 9 42 43 94 14 43 0 57 151 416 7:30-8:30 149 239 130 518 42 275 139 456 974 84 175 120 379 65 204 27 296 675 1649 PHF 0.62 0.79 0.66 0.7 0.75 0.77 0.68 0.86 0.43 0.75 0.7 0.64 0.77 0.52 0.29 0.56 0.9 4:30 30 72 28 130 7 104 13 124 254 27 49 59 135 50 43 12 105 240 494 4:45 25 89 43 157 8 79 15 102 259 16 44 42 102 45 26 0 71 173 432 5:00 31 86 28 145 6 96 22 124 269 19 40 47 106 65 70 9 144 250 519 5:15 31 101 17 149 10 86 25 121 270 16 34 29 79 70 71 9 150 229 499 4:30-5:30 117 348 116 581 31 365 75 471 1052 78 167 177 422 230 210 30 470 892 1944 PHF 0.94 0.86 0.67 0.93 0.78 0.88 0.75 0.95 0.72 0.85 0.75 0.78 0.82 0.74 0.63 0.78 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/12/2021 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Taft Hill/Outreach Church Access S = straight L = left turn Time Northbound: Taft Hill Southbound: Taft Hill Total Eastbound: Driveway Westbound: Outreach Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 75 0 75 0 104 0 104 179 0 0 0 0 0 0 0 0 0 179 7:45 0 74 0 74 0 124 0 124 198 0 0 0 0 0 0 0 0 0 198 8:00 0 86 0 86 0 119 0 119 205 0 0 0 0 1 0 0 1 1 206 8:15 0 87 0 87 0 106 0 106 193 0 0 0 0 1 0 0 1 1 194 7:30-8:30 0 322 0 322 0 453 0 453 775 0 0 0 0 2 0 0 2 2 777 PHF n/a 0.93 n/a 0.93 n/a 0.91 n/a 0.91 n/a n/a n/a n/a 0.5 n/a n/a 0.5 0.94 4:30 0 111 1 112 0 87 0 87 199 0 0 0 0 1 0 0 1 1 200 4:45 0 103 0 103 1 98 0 99 202 0 0 0 0 0 0 0 0 0 202 5:00 0 103 2 105 0 110 0 110 215 0 0 0 0 0 0 0 0 0 215 5:15 0 90 0 90 0 105 0 105 195 0 0 0 0 0 0 0 0 0 195 4:30-5:30 0 407 3 410 1 400 0 401 811 0 0 0 0 1 0 0 1 1 812 PHF n/a 0.92 0.38 0.92 0.25 0.91 n/a 0.91 n/a n/a n/a n/a 0.25 n/a n/a 0.25 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/13/2021 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Laporte/Impala-Driveway S = straight L = left turn Time Northbound: Impala Southbound: Driveway Total Eastbound: Laporte Westbound: Laporte Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 4 4 1 0 0 1 5 0 38 4 42 16 23 0 39 81 86 7:45 0 0 3 3 0 0 0 0 3 0 37 4 41 29 48 0 77 118 121 8:00 0 0 13 13 0 0 0 0 13 0 54 6 60 65 36 0 101 161 174 8:15 2 0 15 17 0 0 0 0 17 0 55 13 68 85 38 0 123 191 208 7:30-8:30 2 0 35 37 1 0 0 1 38 0 184 27 211 195 145 0 340 551 589 PHF 0.25 n/a 0.58 0.54 0.25 n/a n/a 0.25 n/a 0.84 0.52 0.78 0.57 0.76 n/a 0.69 0.71 4:30 3 0 31 34 0 0 0 0 34 1 45 1 47 12 41 0 53 100 134 4:45 4 0 56 60 0 0 0 0 60 0 60 4 64 24 40 0 64 128 188 5:00 2 0 27 29 0 0 0 0 29 0 36 3 39 24 60 0 84 123 152 5:15 3 0 12 15 0 0 0 0 15 0 50 3 53 19 40 0 59 112 127 4:30-5:30 12 0 126 138 0 0 0 0 138 1 191 11 203 79 181 0 260 463 601 PHF 0.75 n/a 0.56 0.58 n/a n/a n/a n/a 0.25 0.8 0.69 0.79 0.82 0.75 n/a 0.77 0.8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/19/2021 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Laporte/Stephens-Poudre Community Academy S = straight L = left turn Time Northbound: Stephens Southbound: Academy Total Eastbound: Laporte Westbound: Laporte Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 5 0 10 15 0 0 0 0 15 0 45 1 46 2 24 0 26 72 87 7:45 3 0 4 7 0 0 0 0 7 0 46 1 47 6 43 0 49 96 103 8:00 2 0 7 9 0 0 0 0 9 0 43 2 45 5 41 0 46 91 100 8:15 1 0 4 5 1 0 0 1 6 1 56 2 59 4 30 0 34 93 99 7:30-8:30 11 0 25 36 1 0 0 1 37 1 190 6 197 17 138 0 155 352 389 PHF 0.55 n/a 0.63 0.6 0.25 n/a n/a 0.25 0.25 0.85 0.75 0.83 0.71 0.8 n/a 0.79 0.94 4:30 2 0 5 7 0 0 0 0 7 0 53 2 55 4 51 1 56 111 118 4:45 2 0 11 13 1 0 0 1 14 0 37 3 40 6 35 0 41 81 95 5:00 1 0 7 8 0 0 0 0 8 0 39 2 41 4 50 0 54 95 103 5:15 1 0 4 5 0 0 0 0 5 0 40 2 42 3 43 0 46 88 93 4:30-5:30 6 0 27 33 1 0 0 1 34 0 169 9 178 17 179 1 197 375 409 PHF 0.75 n/a 0.61 0.63 0.25 n/a n/a 0.25 n/a 0.8 0.75 0.81 0.71 0.88 0.25 0.88 0.87 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 81 175 120 65 204 26 149 231 130 42 275 139 Future Volume (veh/h) 81 175 120 65 204 26 149 231 130 42 275 139 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 90 194 -1 72 227 5 166 257 -16 47 306 61 Adj No. of Lanes 111111111111 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 416 379 322 438 365 310 482 815 693 449 461 392 Arrive On Green 0.08 0.20 0.00 0.08 0.20 0.20 0.12 0.44 0.00 0.25 0.25 0.25 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 1134 1863 1583 Grp Volume(v), veh/h 90 194 -1 72 227 5 166 257 -16 47 306 61 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1134 1863 1583 Q Serve(g_s), s 1.6 3.9 0.0 1.3 4.8 0.1 2.6 3.8 0.0 1.4 6.3 1.3 Cycle Q Clear(g_c), s 1.6 3.9 0.0 1.3 4.8 0.1 2.6 3.8 0.0 1.4 6.3 1.3 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 416 379 322 438 365 310 482 815 693 449 461 392 V/C Ratio(X) 0.22 0.51 0.00 0.16 0.62 0.02 0.34 0.32 -0.02 0.10 0.66 0.16 Avail Cap(c_a), veh/h 723 1114 947 758 1114 947 727 1725 1467 847 1114 947 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.9 15.1 0.0 11.9 15.7 13.8 9.0 7.8 0.0 12.6 14.5 12.6 Incr Delay (d2), s/veh 0.3 1.1 0.0 0.2 1.7 0.0 0.4 0.2 0.0 0.1 1.6 0.2 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 0.8 2.1 0.0 0.6 2.6 0.0 1.3 2.0 0.0 0.4 3.4 0.6 LnGrp Delay(d),s/veh 12.2 16.2 0.0 12.1 17.4 13.8 9.5 8.0 0.0 12.7 16.1 12.7 LnGrp LOS B B BBBAA BBB Approach Vol, veh/h 283 304 407 414 Approach Delay, s/veh 14.9 16.1 8.9 15.2 Approach LOS BBAB Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 8.1 15.1 6.3 13.2 23.2 6.6 12.9 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.5 4.0 5.5 Max Green Setting (Gmax), s 10.0 24.5 10.0 24.5 38.5 10.0 24.5 Max Q Clear Time (g_c+I1), s 4.6 8.3 3.3 5.9 5.8 3.6 6.8 Green Ext Time (p_c), s 0.2 1.2 0.1 0.5 0.8 0.1 0.6 Intersection Summary HCM 2010 Ctrl Delay 13.5 HCM 2010 LOS B Timing Report, Sorted By Phase Recent AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None Min None None Min None None Maximum Split (s) 14 30 14 30 44 14 30 Maximum Split (%) 15.9% 34.1% 15.9% 34.1% 50.0% 15.9% 34.1% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 1 1.5 1 1.5 1.5 1 1.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 14 44 58 0 44 58 End Time (s) 14 44 58 0 44 58 0 Yield/Force Off (s) 10 38.5 54 82.5 38.5 54 82.5 Yield/Force Off 170(s) 10 38.5 54 72.5 38.5 54 68.5 Local Start Time (s) 74 0 30 44 74 30 44 Local Yield (s) 84 24.5 40 68.5 24.5 40 68.5 Local Yield 170(s) 84 24.5 40 58.5 24.5 40 54.5 Intersection Summary Cycle Length 88 Control Type Actuated-Uncoordinated Natural Cycle 80 Splits and Phases: 3: Taft Hill & Laporte Queues Recent AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 90 194 133 72 227 29 166 257 144 47 306 154 v/c Ratio 0.18 0.41 0.26 0.14 0.49 0.06 0.33 0.31 0.19 0.15 0.57 0.27 Control Delay 13.6 25.9 6.5 13.4 27.9 0.2 12.8 13.3 3.2 21.7 26.8 5.7 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 13.6 25.9 6.5 13.4 27.9 0.2 12.8 13.3 3.2 21.7 26.8 5.7 Queue Length 50th (ft) 21 66 0 16 80 0 35 61 0 14 107 0 Queue Length 95th (ft) 55 145 41 46 169 0 84 132 30 44 215 41 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 565 900 834 597 900 832 544 1228 1092 540 900 844 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.16 0.22 0.16 0.12 0.25 0.03 0.31 0.21 0.13 0.09 0.34 0.18 Intersection Summary HCM 6th Signalized Intersection Summary Recent PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 74 167 177 230 210 28 117 330 116 29 340 70 Future Volume (veh/h) 74 167 177 230 210 28 117 330 116 29 340 70 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 79 178 22 245 223 1 124 351 68 31 362 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 254 239 203 306 320 271 592 1159 982 576 967 820 Arrive On Green 0.06 0.13 0.13 0.11 0.17 0.17 0.06 0.62 0.62 0.52 0.52 0.52 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 968 1870 1585 Grp Volume(v), veh/h 79 178 22 245 223 1 124 351 68 31 362 1 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 968 1870 1585 Q Serve(g_s), s 3.6 8.7 1.2 10.0 10.7 0.0 2.9 8.4 1.6 1.5 11.0 0.0 Cycle Q Clear(g_c), s 3.6 8.7 1.2 10.0 10.7 0.0 2.9 8.4 1.6 1.5 11.0 0.0 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 254 239 203 306 320 271 592 1159 982 576 967 820 V/C Ratio(X) 0.31 0.74 0.11 0.80 0.70 0.00 0.21 0.30 0.07 0.05 0.37 0.00 Avail Cap(c_a), veh/h 294 463 392 306 502 425 635 1159 982 576 967 820 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 39.9 36.6 32.5 37.1 32.7 9.2 8.5 7.2 11.4 13.7 11.1 Incr Delay (d2), s/veh 0.7 4.6 0.2 14.0 2.7 0.0 0.2 0.7 0.1 0.2 1.1 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 1.6 4.2 0.5 5.9 5.0 0.0 1.0 3.2 0.5 0.3 4.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.5 44.5 36.9 46.6 39.8 32.7 9.4 9.1 7.3 11.6 14.8 11.1 LnGrp LOS CDDDDC AAABBB Approach Vol, veh/h 279 469 543 394 Approach Delay, s/veh 40.8 43.3 9.0 14.6 Approach LOS D D A B Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 9.7 54.6 13.0 17.6 64.4 8.9 21.8 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 34.5 9.0 22.5 46.5 7.0 24.5 Max Q Clear Time (g_c+I1), s 4.9 13.0 12.0 10.7 10.4 5.6 12.7 Green Ext Time (p_c), s 0.1 1.3 0.0 0.4 1.4 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 25.1 HCM 6th LOS C Timing Report, Sorted By Phase Recent PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 41 13 29 53 11 31 Maximum Split (%) 12.6% 43.2% 13.7% 30.5% 55.8% 11.6% 32.6% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 2 2.5 1 2.5 2.5 1 2.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 93 10 51 64 93 51 62 End Time (s) 10 51 64 93 51 62 93 Yield/Force Off (s) 5 44.5 60 86.5 44.5 58 86.5 Yield/Force Off 170(s) 5 32.5 60 76.5 30.5 58 72.5 Local Start Time (s) 42 54 0 13 42 0 11 Local Yield (s) 49 88.5 9 35.5 88.5 7 35.5 Local Yield 170(s) 49 76.5 9 25.5 74.5 7 21.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte Queues Recent PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 79 178 188 245 223 30 124 351 123 31 362 74 v/c Ratio 0.23 0.58 0.45 0.67 0.57 0.07 0.23 0.32 0.13 0.07 0.44 0.09 Control Delay 22.9 43.6 8.5 34.6 40.2 0.3 10.3 12.0 2.5 18.2 21.6 0.2 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 22.9 43.6 8.5 34.6 40.2 0.3 10.3 12.0 2.5 18.2 21.6 0.2 Queue Length 50th (ft) 33 100 0 114 126 0 30 101 0 10 146 0 Queue Length 95th (ft) 60 156 53 166 188 0 64 180 26 31 254 0 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 346 460 533 363 500 530 546 1085 973 456 829 784 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.23 0.39 0.35 0.67 0.45 0.06 0.23 0.32 0.13 0.07 0.44 0.09 Intersection Summary HCM 6th TWSC Recent AM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 0 336 0 0 453 Future Vol, veh/h 2 0 336 0 0 453 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 2 0 361 0 0 487 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 848 361 0 0 361 0 Stage 1 361 ----- Stage 2 487 ----- 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 332 684 - - 1198 - Stage 1 705 ----- Stage 2 618 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 332 684 - - 1198 - Mov Cap-2 Maneuver 332 ----- Stage 1 705 ----- Stage 2 618 ----- Approach WB NB SB HCM Control Delay, s 15.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 332 - 1198 - HCM Lane V/C Ratio - - 0.006 - - - HCM Control Delay (s) - - 15.9 0 0 - HCM Lane LOS - - C A A - HCM 95th %tile Q(veh) - - 0 - 0 - HCM 6th TWSC Recent PM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 0 430 3 1 435 Future Vol, veh/h 1 0 430 3 1 435 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 1 0 462 3 1 468 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 934 464 0 0 465 0 Stage 1 464 ----- Stage 2 470 ----- 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 295 598 - - 1096 - Stage 1 633 ----- Stage 2 629 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 295 598 - - 1096 - Mov Cap-2 Maneuver 295 ----- Stage 1 633 ----- Stage 2 628 ----- Approach WB NB SB HCM Control Delay, s 17.2 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 295 - 1096 - HCM Lane V/C Ratio - - 0.004 - 0.001 - HCM Control Delay (s) - - 17.2 0 8.3 0 HCM Lane LOS - - C A A A HCM 95th %tile Q(veh) - - 0 - 0 - HCM 6th TWSC Recent AM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent am.syn 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 0 184 27 195 145 0 2 0 35 1 0 0 Future Vol, veh/h 0 184 27 195 145 0 2 0 35 1 0 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 100 - - 300 - - 200 - 0 0 - 0 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 0 216 32 229 171 0 2 0 41 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 171 0 0 248 0 0 861 - 232 882 - 171 Stage 1 ------232--629-- Stage 2 ------629--253-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1406 - - 1318 - - 276 0 807 267 0 873 Stage 1 ------7710-4700- Stage 2 ------4700-7510- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1406 - - 1318 - - 239 - 807 219 - 873 Mov Cap-2 Maneuver ------239--219-- Stage 1 ------771--470-- Stage 2 ------388--713-- Approach EB WB NB SB HCM Control Delay, s 0 4.8 10.3 21.5 HCM LOS B C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 239 807 1406 - - 1318 - - 219 - HCM Lane V/C Ratio 0.01 0.051 - - - 0.174 - - 0.005 - HCM Control Delay (s) 20.2 9.7 0 - - 8.3 - - 21.5 0 HCM Lane LOS C A A - - A - - C A HCM 95th %tile Q(veh) 0 0.2 0 - - 0.6 - - 0 - HCM 6th TWSC Recent PM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent pm.syn 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 1 191 11 79 181 0 12 0 126 0 0 0 Future Vol, veh/h 1 191 11 79 181 0 12 0 126 0 0 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 100 - - 300 - - 200 - 0 0 - 0 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 1 225 13 93 213 0 14 0 148 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 213 0 0 238 0 0 633 - 232 707 - 213 Stage 1 ------234--399-- Stage 2 ------399--308-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1357 - - 1329 - - 392 0 807 350 0 827 Stage 1 ------7690-6270- Stage 2 ------6270-7020- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1357 - - 1329 - - 371 - 807 270 - 827 Mov Cap-2 Maneuver ------371--270-- Stage 1 ------768--626-- Stage 2 ------583--573-- Approach EB WB NB SB HCM Control Delay, s 0 2.4 10.9 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 371 807 1357 - - 1329 ---- HCM Lane V/C Ratio 0.038 0.184 0.001 - - 0.07 ---- HCM Control Delay (s) 15.1 10.5 7.7 - - 7.9 - - 0 0 HCM Lane LOS C B A - - A - - A A HCM 95th %tile Q(veh) 0.1 0.7 0 - - 0.2 ---- HCM 6th TWSC Recent AM 8: Stephens/Poudre Community Academy & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent am.syn 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 1 190 6 17 138 0 11 0 25 1 0 0 Future Vol, veh/h 1 190 6 17 138 0 11 0 25 1 0 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 202 6 18 147 0 12 0 27 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 147 0 0 208 0 0 390 390 205 404 393 147 Stage 1 ------207207-183183- Stage 2 ------183183-221210- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1435 - - 1363 - - 569 545 836 557 543 900 Stage 1 ------795731-819748- Stage 2 ------819748-781728- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1435 - - 1363 - - 563 537 836 533 535 900 Mov Cap-2 Maneuver ------563537-533535- Stage 1 ------794730-818738- Stage 2 ------808738-755727- Approach EB WB NB SB HCM Control Delay, s 0 0.8 10.2 11.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 728 1435 - - 1363 - - 533 HCM Lane V/C Ratio 0.053 0.001 - - 0.013 - - 0.002 HCM Control Delay (s) 10.2 7.5 0 - 7.7 0 - 11.8 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 HCM 6th TWSC Recent PM 8: Stephens/Poudre Community Academy & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 169 9 17 179 1 6 0 26 1 0 0 Future Vol, veh/h 0 169 9 17 179 1 6 0 26 1 0 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 194 10 20 206 1 7 0 30 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 207 0 0 204 0 0 446 446 199 461 451 207 Stage 1 ------199199-247247- Stage 2 ------247247-214204- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1364 - - 1368 - - 523 507 842 511 504 833 Stage 1 ------803736-757702- Stage 2 ------757702-788733- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1364 - - 1368 - - 516 498 842 486 495 833 Mov Cap-2 Maneuver ------516498-486495- Stage 1 ------803736-757690- Stage 2 ------744690-760733- Approach EB WB NB SB HCM Control Delay, s 0 0.7 10 12.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 753 1364 - - 1368 - - 486 HCM Lane V/C Ratio 0.049 - - - 0.014 - - 0.002 HCM Control Delay (s) 10 0 - - 7.7 0 - 12.4 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 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 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 E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 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 weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D HCM 6th Signalized Intersection Summary Short Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 89 193 132 71 224 29 164 254 143 46 302 153 Future Volume (veh/h) 89 193 132 71 224 29 164 254 143 46 302 153 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 99 214 25 79 249 1 182 282 67 51 336 32 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 401 394 334 421 380 322 476 837 709 423 480 407 Arrive On Green 0.08 0.21 0.21 0.08 0.20 0.20 0.12 0.45 0.45 0.26 0.26 0.26 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 1032 1870 1585 Grp Volume(v), veh/h 99 214 25 79 249 1 182 282 67 51 336 32 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 1032 1870 1585 Q Serve(g_s), s 1.9 4.6 0.6 1.5 5.6 0.0 3.0 4.5 1.1 1.8 7.4 0.7 Cycle Q Clear(g_c), s 1.9 4.6 0.6 1.5 5.6 0.0 3.0 4.5 1.1 1.8 7.4 0.7 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 401 394 334 421 380 322 476 837 709 423 480 407 V/C Ratio(X) 0.25 0.54 0.07 0.19 0.66 0.00 0.38 0.34 0.09 0.12 0.70 0.08 Avail Cap(c_a), veh/h 682 1051 891 714 1051 891 686 1628 1380 738 1051 891 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 12.6 16.0 14.4 12.5 16.6 14.4 9.5 8.2 7.2 13.2 15.3 12.8 Incr Delay (d2), s/veh 0.3 1.2 0.1 0.2 1.9 0.0 0.5 0.2 0.1 0.1 1.9 0.1 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 0.6 1.8 0.2 0.5 2.2 0.0 0.9 1.3 0.3 0.4 2.8 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.9 17.1 14.5 12.7 18.6 14.4 10.0 8.4 7.3 13.3 17.2 12.9 LnGrp LOS BBBBBBBAABBB Approach Vol, veh/h 338 329 531 419 Approach Delay, s/veh 15.7 17.1 8.8 16.4 Approach LOS BBAB Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 8.7 16.1 6.5 14.0 24.8 6.9 13.7 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.5 4.0 5.5 Max Green Setting (Gmax), s 10.0 24.5 10.0 24.5 38.5 10.0 24.5 Max Q Clear Time (g_c+I1), s 5.0 9.4 3.5 6.6 6.5 3.9 7.6 Green Ext Time (p_c), s 0.2 1.3 0.1 0.6 1.1 0.1 0.7 Intersection Summary HCM 6th Ctrl Delay 13.9 HCM 6th LOS B Timing Report, Sorted By Phase Short Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None Min None None Min None None Maximum Split (s) 14 30 14 30 44 14 30 Maximum Split (%) 15.9% 34.1% 15.9% 34.1% 50.0% 15.9% 34.1% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 1 1.5 1 1.5 1.5 1 1.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 14 44 58 0 44 58 End Time (s) 14 44 58 0 44 58 0 Yield/Force Off (s) 10 38.5 54 82.5 38.5 54 82.5 Yield/Force Off 170(s) 10 38.5 54 72.5 38.5 54 68.5 Local Start Time (s) 74 0 30 44 74 30 44 Local Yield (s) 84 24.5 40 68.5 24.5 40 68.5 Local Yield 170(s) 84 24.5 40 58.5 24.5 40 54.5 Intersection Summary Cycle Length 88 Control Type Actuated-Uncoordinated Natural Cycle 80 Splits and Phases: 3: Taft Hill & Laporte Queues Short Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 99 214 147 79 249 32 182 282 159 51 336 170 v/c Ratio 0.22 0.47 0.29 0.17 0.56 0.07 0.39 0.32 0.19 0.17 0.66 0.30 Control Delay 14.3 27.5 6.5 13.9 30.1 0.3 13.9 13.8 3.1 22.7 30.2 5.7 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 14.3 27.5 6.5 13.9 30.1 0.3 13.9 13.8 3.1 22.7 30.2 5.7 Queue Length 50th (ft) 25 78 0 19 95 0 41 71 0 17 126 0 Queue Length 95th (ft) 59 159 42 49 184 0 95 149 31 48 243 44 Internal Link Dist (ft) 1255 568 577 513 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 496 774 744 531 774 734 503 1190 1069 454 774 757 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.20 0.28 0.20 0.15 0.32 0.04 0.36 0.24 0.15 0.11 0.43 0.22 Intersection Summary HCM 6th Signalized Intersection Summary Short Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 81 184 195 253 231 31 129 363 127 32 374 77 Future Volume (veh/h) 81 184 195 253 231 31 129 363 127 32 374 77 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 86 196 26 269 246 1 137 386 73 34 398 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 252 257 218 306 331 281 555 1141 967 545 940 797 Arrive On Green 0.07 0.14 0.14 0.11 0.18 0.18 0.06 0.61 0.61 0.50 0.50 0.50 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 933 1870 1585 Grp Volume(v), veh/h 86 196 26 269 246 1 137 386 73 34 398 1 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 933 1870 1585 Q Serve(g_s), s 3.8 9.6 1.4 10.0 11.8 0.0 3.3 9.6 1.8 1.8 12.8 0.0 Cycle Q Clear(g_c), s 3.8 9.6 1.4 10.0 11.8 0.0 3.3 9.6 1.8 1.8 12.8 0.0 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 252 257 218 306 331 281 555 1141 967 545 940 797 V/C Ratio(X) 0.34 0.76 0.12 0.88 0.74 0.00 0.25 0.34 0.08 0.06 0.42 0.00 Avail Cap(c_a), veh/h 285 463 392 306 502 425 589 1141 967 545 940 797 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 32.0 39.5 35.9 33.2 37.0 32.2 10.0 9.1 7.6 12.2 14.9 11.8 Incr Delay (d2), s/veh 0.8 4.6 0.2 24.2 3.3 0.0 0.2 0.8 0.2 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 1.7 4.6 0.5 3.4 5.6 0.0 1.2 3.8 0.6 0.4 5.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.8 44.1 36.2 57.4 40.4 32.2 10.3 9.9 7.7 12.4 16.3 11.8 LnGrp LOS C D D E D C BAABBB Approach Vol, veh/h 308 516 596 433 Approach Delay, s/veh 40.3 49.2 9.7 16.0 Approach LOS D D A B Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 10.2 53.3 13.0 18.6 63.4 9.3 22.3 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 34.5 9.0 22.5 46.5 7.0 24.5 Max Q Clear Time (g_c+I1), s 5.3 14.8 12.0 11.6 11.6 5.8 13.8 Green Ext Time (p_c), s 0.1 1.4 0.0 0.5 1.5 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 27.3 HCM 6th LOS C Timing Report, Sorted By Phase Short Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 41 13 29 53 11 31 Maximum Split (%) 12.6% 43.2% 13.7% 30.5% 55.8% 11.6% 32.6% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 2 2.5 1 2.5 2.5 1 2.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 93 10 51 64 93 51 62 End Time (s) 10 51 64 93 51 62 93 Yield/Force Off (s) 5 44.5 60 86.5 44.5 58 86.5 Yield/Force Off 170(s) 5 32.5 60 76.5 30.5 58 72.5 Local Start Time (s) 42 54 0 13 42 0 11 Local Yield (s) 49 88.5 9 35.5 88.5 7 35.5 Local Yield 170(s) 49 76.5 9 25.5 74.5 7 21.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte Queues Short Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 86 196 207 269 246 33 137 386 135 34 398 82 v/c Ratio 0.26 0.60 0.46 0.74 0.60 0.07 0.28 0.36 0.14 0.08 0.49 0.11 Control Delay 22.5 42.9 8.1 37.6 39.9 0.3 11.3 13.2 2.6 18.9 23.4 0.7 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 22.5 42.9 8.1 37.6 39.9 0.3 11.3 13.2 2.6 18.9 23.4 0.7 Queue Length 50th (ft) 36 110 0 125 138 0 34 118 0 12 171 0 Queue Length 95th (ft) 63 167 55 177 203 0 72 208 28 34 283 5 Internal Link Dist (ft) 1255 568 577 513 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 341 460 547 363 500 530 500 1063 961 430 807 767 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.25 0.43 0.38 0.74 0.49 0.06 0.27 0.36 0.14 0.08 0.49 0.11 Intersection Summary HCM 6th TWSC Short Bkgrd AM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 202 30 200 159 0 3 0 40 1 0 0 Future Vol, veh/h 0 202 30 200 159 0 3 0 40 1 0 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 100 - - 300 - - 200 - 0 0 - 0 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 0 238 35 235 187 0 4 0 47 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 187 0 0 273 0 0 913 - 256 936 - 187 Stage 1 ------256--657-- Stage 2 ------657--279-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1387 - - 1290 - - 254 0 783 245 0 855 Stage 1 ------7490-4540- Stage 2 ------4540-7280- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1387 - - 1290 - - 218 - 783 198 - 855 Mov Cap-2 Maneuver ------218--198-- Stage 1 ------749--454-- Stage 2 ------371--684-- Approach EB WB NB SB HCM Control Delay, s 0 4.7 10.7 23.3 HCM LOS B C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 218 783 1387 - - 1290 - - 198 - HCM Lane V/C Ratio 0.016 0.06 - - - 0.182 - - 0.006 - HCM Control Delay (s) 21.8 9.9 0 - - 8.4 - - 23.3 0 HCM Lane LOS C A A - - A - - C A HCM 95th %tile Q(veh) 0 0.2 0 - - 0.7 - - 0 - HCM 6th TWSC Short Bkgrd PM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb pm.syn 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 1 210 13 83 199 0 13 0 130 0 0 0 Future Vol, veh/h 1 210 13 83 199 0 13 0 130 0 0 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 100 - - 300 - - 200 - 0 0 - 0 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 1 247 15 98 234 0 15 0 153 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 234 0 0 262 0 0 687 - 255 763 - 234 Stage 1 ------257--430-- Stage 2 ------430--333-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1333 - - 1302 - - 361 0 784 321 0 805 Stage 1 ------7480-6030- Stage 2 ------6030-6810- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1333 - - 1302 - - 340 - 784 243 - 805 Mov Cap-2 Maneuver ------340--243-- Stage 1 ------747--602-- Stage 2 ------558--548-- Approach EB WB NB SB HCM Control Delay, s 0 2.4 11.2 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 340 784 1333 - - 1302 ---- HCM Lane V/C Ratio 0.045 0.195 0.001 - - 0.075 ---- HCM Control Delay (s) 16.1 10.7 7.7 - - 8 - - 0 0 HCM Lane LOS C B A - - A - - A A HCM 95th %tile Q(veh) 0.1 0.7 0 - - 0.2 ---- HCM 6th TWSC Short Bkgrd AM 8: Stephens/Poudre Community Academy & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb am.syn 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 1 209 6 18 152 0 11 0 27 1 0 0 Future Vol, veh/h 1 209 6 18 152 0 11 0 27 1 0 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 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 222 6 19 162 0 12 0 29 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 162 0 0 228 0 0 427 427 225 442 430 162 Stage 1 ------227227-200200- Stage 2 ------200200-242230- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1417 - - 1340 - - 538 520 814 526 518 883 Stage 1 ------776716-802736- Stage 2 ------802736-762714- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1417 - - 1340 - - 532 512 814 502 510 883 Mov Cap-2 Maneuver ------532512-502510- Stage 1 ------775715-801726- Stage 2 ------791726-735713- Approach EB WB NB SB HCM Control Delay, s 0 0.8 10.4 12.2 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 706 1417 - - 1340 - - 502 HCM Lane V/C Ratio 0.057 0.001 - - 0.014 - - 0.002 HCM Control Delay (s) 10.4 7.5 - - 7.7 - - 12.2 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 HCM 6th TWSC Short Bkgrd PM 8: Stephens/Poudre Community Academy & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 186 9 18 197 1 6 0 28 1 0 0 Future Vol, veh/h 0 186 9 18 197 1 6 0 28 1 0 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 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 214 10 21 226 1 7 0 32 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 227 0 0 224 0 0 488 488 219 504 493 227 Stage 1 ------219219-269269- Stage 2 ------269269-235224- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1341 - - 1345 - - 490 480 821 478 477 812 Stage 1 ------783722-737687- Stage 2 ------737687-768718- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1341 - - 1345 - - 484 472 821 454 469 812 Mov Cap-2 Maneuver ------484472-454469- Stage 1 ------783722-737676- Stage 2 ------725676-738718- Approach EB WB NB SB HCM Control Delay, s 0 0.6 10.2 13 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 731 1341 - - 1345 - - 454 HCM Lane V/C Ratio 0.053 - - - 0.015 - - 0.003 HCM Control Delay (s) 10.2 0 - - 7.7 - - 13 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 APPENDIX E HCM 6th Signalized Intersection Summary Long Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 115 245 170 90 285 35 210 325 180 60 385 195 Future Volume (veh/h) 115 245 170 90 285 35 210 325 180 60 385 195 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 121 258 36 95 300 1 221 342 100 63 405 76 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 260 382 324 281 358 303 509 1085 919 496 829 703 Arrive On Green 0.08 0.20 0.20 0.07 0.19 0.19 0.09 0.58 0.58 0.44 0.44 0.44 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 947 1870 1585 Grp Volume(v), veh/h 121 258 36 95 300 1 221 342 100 63 405 76 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 947 1870 1585 Q Serve(g_s), s 5.0 12.1 1.8 4.0 14.7 0.0 5.9 8.9 2.7 3.8 14.6 2.7 Cycle Q Clear(g_c), s 5.0 12.1 1.8 4.0 14.7 0.0 5.9 8.9 2.7 3.8 14.6 2.7 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 260 382 324 281 358 303 509 1085 919 496 829 703 V/C Ratio(X) 0.46 0.68 0.11 0.34 0.84 0.00 0.43 0.32 0.11 0.13 0.49 0.11 Avail Cap(c_a), veh/h 265 463 392 309 463 392 528 1085 919 496 829 703 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 28.1 34.9 30.8 28.2 37.0 31.1 12.5 10.2 8.9 15.8 18.8 15.5 Incr Delay (d2), s/veh 1.3 2.9 0.2 0.7 10.3 0.0 0.6 0.8 0.2 0.5 2.1 0.3 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 2.2 5.7 0.7 1.7 7.5 0.0 2.2 3.6 0.9 0.9 6.5 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 29.4 37.8 30.9 28.9 47.3 31.1 13.0 11.0 9.2 16.3 20.8 15.8 LnGrp LOS CDCCDC BBABCB Approach Vol, veh/h 415 396 663 544 Approach Delay, s/veh 34.8 42.9 11.4 19.6 Approach LOS C D B B Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 13.0 47.6 9.5 24.9 60.6 10.7 23.7 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 9.0 34.5 7.0 22.5 48.5 7.0 22.5 Max Q Clear Time (g_c+I1), s 7.9 16.6 6.0 14.1 10.9 7.0 16.7 Green Ext Time (p_c), s 0.1 1.8 0.0 0.6 1.5 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 24.6 HCM 6th LOS C Timing Report, Sorted By Phase Long Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 14 41 11 29 55 11 29 Maximum Split (%) 14.7% 43.2% 11.6% 30.5% 57.9% 11.6% 30.5% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 2 2.5 1 2.5 2.5 1 2.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 91 10 51 62 91 51 62 End Time (s) 10 51 62 91 51 62 91 Yield/Force Off (s) 5 44.5 58 84.5 44.5 58 84.5 Yield/Force Off 170(s) 5 32.5 58 74.5 30.5 58 70.5 Local Start Time (s) 40 54 0 11 40 0 11 Local Yield (s) 49 88.5 7 33.5 88.5 7 33.5 Local Yield 170(s) 49 76.5 7 23.5 74.5 7 19.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte Queues Long Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 121 258 179 95 300 37 221 342 189 63 405 205 v/c Ratio 0.42 0.59 0.35 0.27 0.75 0.08 0.46 0.33 0.20 0.15 0.54 0.27 Control Delay 25.0 38.4 6.7 22.0 47.2 0.3 14.1 13.4 2.3 20.9 25.8 4.0 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 25.0 38.4 6.7 22.0 47.2 0.3 14.1 13.4 2.3 20.9 25.8 4.0 Queue Length 50th (ft) 49 141 0 38 168 0 63 109 0 25 193 0 Queue Length 95th (ft) 86 216 51 70 253 0 109 176 31 55 288 44 Internal Link Dist (ft) 1255 568 577 513 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 288 468 532 350 460 499 481 1032 962 418 753 761 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.42 0.55 0.34 0.27 0.65 0.07 0.46 0.33 0.20 0.15 0.54 0.27 Intersection Summary HCM 6th Signalized Intersection Summary Long Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 235 250 320 295 40 165 460 160 40 475 100 Future Volume (veh/h) 105 235 250 320 295 40 165 460 160 40 475 100 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 111 247 39 337 311 1 174 484 83 42 500 1 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 298 305 258 378 441 373 405 1023 867 400 818 693 Arrive On Green 0.08 0.16 0.16 0.15 0.24 0.24 0.07 0.55 0.55 0.44 0.44 0.44 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 844 1870 1585 Grp Volume(v), veh/h 111 247 39 337 311 1 174 484 83 42 500 1 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 844 1870 1585 Q Serve(g_s), s 5.0 12.7 2.1 15.0 15.2 0.0 5.1 15.8 2.5 3.2 20.5 0.0 Cycle Q Clear(g_c), s 5.0 12.7 2.1 15.0 15.2 0.0 5.1 15.8 2.5 8.0 20.5 0.0 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 298 305 258 378 441 373 405 1023 867 400 818 693 V/C Ratio(X) 0.37 0.81 0.15 0.89 0.71 0.00 0.43 0.47 0.10 0.10 0.61 0.00 Avail Cap(c_a), veh/h 303 440 372 378 570 483 405 1023 867 400 818 693 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 31.1 40.4 35.9 29.4 35.0 29.2 15.5 13.8 10.8 19.6 21.6 15.8 Incr Delay (d2), s/veh 0.8 7.3 0.3 22.3 2.8 0.0 0.7 1.6 0.2 0.5 3.4 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 2.2 6.4 0.8 8.7 7.1 0.0 2.0 6.6 0.9 0.7 9.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.9 47.7 36.2 51.7 37.8 29.2 16.3 15.4 11.0 20.2 25.0 15.9 LnGrp LOS CDDDDCBBBCCB Approach Vol, veh/h 397 649 741 543 Approach Delay, s/veh 42.2 45.0 15.1 24.6 Approach LOS D D B C Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 11.0 49.2 18.0 21.8 60.2 10.7 29.1 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 6.0 35.5 14.0 22.5 46.5 7.0 29.5 Max Q Clear Time (g_c+I1), s 7.1 22.5 17.0 14.7 17.8 7.0 17.2 Green Ext Time (p_c), s 0.0 1.7 0.0 0.5 2.0 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 30.3 HCM 6th LOS C Timing Report, Sorted By Phase Long Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 42 18 29 53 11 36 Maximum Split (%) 11.0% 42.0% 18.0% 29.0% 53.0% 11.0% 36.0% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 2 2.5 1 2.5 2.5 1 2.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 98 9 51 69 98 51 62 End Time (s) 9 51 69 98 51 62 98 Yield/Force Off (s) 4 44.5 65 91.5 44.5 58 91.5 Yield/Force Off 170(s) 4 32.5 65 81.5 30.5 58 77.5 Local Start Time (s) 47 58 0 18 47 0 11 Local Yield (s) 53 93.5 14 40.5 93.5 7 40.5 Local Yield 170(s) 53 81.5 14 30.5 79.5 7 26.5 Intersection Summary Cycle Length 100 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (51%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte Queues Long Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 111 247 263 337 311 42 174 484 168 42 500 105 v/c Ratio 0.33 0.70 0.51 0.82 0.64 0.08 0.49 0.50 0.19 0.12 0.69 0.14 Control Delay 22.0 48.4 7.9 40.0 38.9 0.3 18.3 18.6 2.9 22.2 32.2 0.6 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 22.0 48.4 7.9 40.0 38.9 0.3 18.3 18.6 2.9 22.2 32.2 0.6 Queue Length 50th (ft) 45 148 0 156 175 0 55 192 0 18 273 0 Queue Length 95th (ft) 76 220 63 #243 252 0 101 308 34 42 398 2 Internal Link Dist (ft) 1255 568 577 513 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 335 437 573 411 568 577 353 969 904 354 727 728 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.33 0.57 0.46 0.82 0.55 0.07 0.49 0.50 0.19 0.12 0.69 0.14 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Bkgrd AM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn 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 0 260 35 250 200 0 5 0 50 1 0 0 Future Vol, veh/h 0 260 35 250 200 0 5 0 50 1 0 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 100 - - 300 - - 200 - 0 0 - 0 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 0 274 37 263 211 0 5 0 53 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 211 0 0 311 0 0 1030 - 293 1056 - 211 Stage 1 ------293--737-- Stage 2 ------737--319-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1360 - - 1249 - - 212 0 746 203 0 829 Stage 1 ------7150-4100- Stage 2 ------4100-6930- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1360 - - 1249 - - 178 - 746 158 - 829 Mov Cap-2 Maneuver ------178--158-- Stage 1 ------715--410-- Stage 2 ------324--644-- Approach EB WB NB SB HCM Control Delay, s 0 4.8 11.6 27.9 HCM LOS B D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 178 746 1360 - - 1249 - - 158 - HCM Lane V/C Ratio 0.03 0.071 - - - 0.211 - - 0.007 - HCM Control Delay (s) 25.8 10.2 0 - - 8.7 - - 27.9 0 HCM Lane LOS D B A - - A - - D A HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0.8 - - 0 - HCM 6th TWSC Long Bkgrd PM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 265 15 110 255 0 15 0 175 0 0 0 Future Vol, veh/h 1 265 15 110 255 0 15 0 175 0 0 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 100 - - 300 - - 200 - 0 0 - 0 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 1 279 16 116 268 0 16 0 184 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 268 0 0 295 0 0 789 - 287 881 - 268 Stage 1 ------289--500-- Stage 2 ------500--381-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1296 - - 1266 - - 308 0 752 267 0 771 Stage 1 ------7190-5530- Stage 2 ------5530-6410- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1296 - - 1266 - - 286 - 752 187 - 771 Mov Cap-2 Maneuver ------286--187-- Stage 1 ------718--552-- Stage 2 ------502--484-- Approach EB WB NB SB HCM Control Delay, s 0 2.5 11.9 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 286 752 1296 - - 1266 ---- HCM Lane V/C Ratio 0.055 0.245 0.001 - - 0.091 ---- HCM Control Delay (s) 18.3 11.3 7.8 - - 8.1 - - 0 0 HCM Lane LOS C B A - - A - - A A HCM 95th %tile Q(veh) 0.2 1 0 - - 0.3 ---- HCM 6th TWSC Long Bkgrd AM 8: Stephens/Poudre Community Academy & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn 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 1 265 10 20 195 0 15 0 35 1 0 0 Future Vol, veh/h 1 265 10 20 195 0 15 0 35 1 0 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 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 1 279 11 21 205 0 16 0 37 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 205 0 0 290 0 0 534 534 285 552 539 205 Stage 1 ------287287-247247- Stage 2 ------247247-305292- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1366 - - 1272 - - 457 452 754 444 449 836 Stage 1 ------720674-757702- Stage 2 ------757702-705671- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1366 - - 1272 - - 451 444 754 417 441 836 Mov Cap-2 Maneuver ------451444-417441- Stage 1 ------719673-756690- Stage 2 ------745690-670670- Approach EB WB NB SB HCM Control Delay, s 0 0.7 11.3 13.7 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 628 1366 - - 1272 - - 417 HCM Lane V/C Ratio 0.084 0.001 - - 0.017 - - 0.003 HCM Control Delay (s) 11.3 7.6 - - 7.9 - - 13.7 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0 HCM 6th TWSC Long Bkgrd PM 8: Stephens/Poundre Community Academy & Laporte Sanctuary-On-The-Green 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 235 10 20 250 1 10 0 35 1 0 0 Future Vol, veh/h 0 235 10 20 250 1 10 0 35 1 0 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 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 0 247 11 21 263 1 11 0 37 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 264 0 0 258 0 0 559 559 253 577 564 264 Stage 1 ------253253-306306- Stage 2 ------306306-271258- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1300 - - 1307 - - 440 438 786 428 435 775 Stage 1 ------751698-704662- Stage 2 ------704662-735694- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1300 - - 1307 - - 435 431 786 403 428 775 Mov Cap-2 Maneuver ------435431-403428- Stage 1 ------751698-704651- Stage 2 ------693651-701694- Approach EB WB NB SB HCM Control Delay, s 0 0.6 10.8 14 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 666 1300 - - 1307 - - 403 HCM Lane V/C Ratio 0.071 - - - 0.016 - - 0.003 HCM Control Delay (s) 10.8 0 - - 7.8 - - 14 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 APPENDIX F HCM 6th Signalized Intersection Summary Short Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 92 209 148 71 229 37 169 262 143 73 329 157 Future Volume (veh/h) 92 209 148 71 229 37 169 262 143 73 329 157 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 102 232 25 79 254 1 188 291 67 81 366 36 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 391 398 337 400 379 321 466 859 728 429 508 430 Arrive On Green 0.09 0.21 0.21 0.08 0.20 0.20 0.12 0.46 0.46 0.27 0.27 0.27 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 1023 1870 1585 Grp Volume(v), veh/h 102 232 25 79 254 1 188 291 67 81 366 36 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 1023 1870 1585 Q Serve(g_s), s 2.1 5.3 0.6 1.6 6.0 0.0 3.2 4.7 1.1 3.0 8.4 0.8 Cycle Q Clear(g_c), s 2.1 5.3 0.6 1.6 6.0 0.0 3.2 4.7 1.1 3.0 8.4 0.8 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 391 398 337 400 379 321 466 859 728 429 508 430 V/C Ratio(X) 0.26 0.58 0.07 0.20 0.67 0.00 0.40 0.34 0.09 0.19 0.72 0.08 Avail Cap(c_a), veh/h 650 1003 850 677 1003 850 656 1554 1317 700 1003 850 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 13.2 16.8 15.0 13.2 17.5 15.1 9.8 8.2 7.3 13.7 15.7 12.9 Incr Delay (d2), s/veh 0.4 1.4 0.1 0.2 2.1 0.0 0.6 0.2 0.1 0.2 1.9 0.1 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 0.7 2.1 0.2 0.6 2.4 0.0 1.0 1.4 0.3 0.6 3.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.5 18.2 15.1 13.5 19.6 15.1 10.4 8.5 7.3 13.9 17.6 13.0 LnGrp LOS BBBBBBBAABBB Approach Vol, veh/h 359 334 546 483 Approach Delay, s/veh 16.6 18.1 9.0 16.7 Approach LOS BBAB Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 8.9 17.4 6.6 14.6 26.3 7.1 14.1 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.5 4.0 5.5 Max Green Setting (Gmax), s 10.0 24.5 10.0 24.5 38.5 10.0 24.5 Max Q Clear Time (g_c+I1), s 5.2 10.4 3.6 7.3 6.7 4.1 8.0 Green Ext Time (p_c), s 0.2 1.5 0.1 0.7 1.2 0.1 0.7 Intersection Summary HCM 6th Ctrl Delay 14.5 HCM 6th LOS B Timing Report, Sorted By Phase Short Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None Min None None Min None None Maximum Split (s) 14 30 14 30 44 14 30 Maximum Split (%) 15.9% 34.1% 15.9% 34.1% 50.0% 15.9% 34.1% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 1 1.5 1 1.5 1.5 1 1.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 14 44 58 0 44 58 End Time (s) 14 44 58 0 44 58 0 Yield/Force Off (s) 10 38.5 54 82.5 38.5 54 82.5 Yield/Force Off 170(s) 10 38.5 54 72.5 38.5 54 68.5 Local Start Time (s) 74 0 30 44 74 30 44 Local Yield (s) 84 24.5 40 68.5 24.5 40 68.5 Local Yield 170(s) 84 24.5 40 58.5 24.5 40 54.5 Intersection Summary Cycle Length 88 Control Type Actuated-Uncoordinated Natural Cycle 80 Splits and Phases: 3: Taft Hill & Laporte Queues Short Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 102 232 164 79 254 41 188 291 159 81 366 174 v/c Ratio 0.23 0.51 0.32 0.18 0.58 0.09 0.42 0.32 0.19 0.26 0.69 0.30 Control Delay 14.9 28.9 6.4 14.4 31.1 0.4 14.4 13.8 3.1 24.1 31.2 5.6 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 14.9 28.9 6.4 14.4 31.1 0.4 14.4 13.8 3.1 24.1 31.2 5.6 Queue Length 50th (ft) 27 89 0 20 100 0 44 75 0 27 143 0 Queue Length 95th (ft) 60 172 45 49 189 0 99 155 32 71 268 44 Internal Link Dist (ft) 1255 568 577 1107 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 482 754 739 507 754 718 484 1168 1052 439 754 744 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.21 0.31 0.22 0.16 0.34 0.06 0.39 0.25 0.15 0.18 0.49 0.23 Intersection Summary HCM 6th Signalized Intersection Summary Short Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 85 193 205 253 249 48 145 390 127 48 390 81 Future Volume (veh/h) 85 193 205 253 249 48 145 390 127 48 390 81 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 90 205 28 269 265 1 154 415 72 51 415 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 246 266 226 306 336 285 539 1132 959 523 921 781 Arrive On Green 0.07 0.14 0.14 0.11 0.18 0.18 0.07 0.61 0.61 0.49 0.49 0.00 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 909 1870 1585 Grp Volume(v), veh/h 90 205 28 269 265 1 154 415 72 51 415 0 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 909 1870 1585 Q Serve(g_s), s 4.0 10.0 1.5 10.0 12.9 0.0 3.7 10.7 1.8 2.9 13.7 0.0 Cycle Q Clear(g_c), s 4.0 10.0 1.5 10.0 12.9 0.0 3.7 10.7 1.8 2.9 13.7 0.0 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 246 266 226 306 336 285 539 1132 959 523 921 781 V/C Ratio(X) 0.37 0.77 0.12 0.88 0.79 0.00 0.29 0.37 0.08 0.10 0.45 0.00 Avail Cap(c_a), veh/h 275 463 392 306 502 425 564 1132 959 523 921 781 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 0.00 Uniform Delay (d), s/veh 31.7 39.2 35.6 32.9 37.2 32.0 10.6 9.5 7.8 13.0 15.7 0.0 Incr Delay (d2), s/veh 0.9 4.7 0.2 24.3 4.9 0.0 0.3 0.9 0.2 0.4 1.6 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 0.6 3.4 6.2 0.0 1.4 4.2 0.6 0.6 5.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.6 43.9 35.8 57.2 42.2 32.0 10.8 10.4 7.9 13.3 17.3 0.0 LnGrp LOS C D D E D C BBABBA Approach Vol, veh/h 323 535 641 466 Approach Delay, s/veh 40.1 49.7 10.3 16.9 Approach LOS D D B B Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 10.7 52.3 13.0 19.0 63.0 9.5 22.6 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 34.5 9.0 22.5 46.5 7.0 24.5 Max Q Clear Time (g_c+I1), s 5.7 15.7 12.0 12.0 12.7 6.0 14.9 Green Ext Time (p_c), s 0.1 1.6 0.0 0.5 1.7 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 27.5 HCM 6th LOS C Timing Report, Sorted By Phase Short Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 41 13 29 53 11 31 Maximum Split (%) 12.6% 43.2% 13.7% 30.5% 55.8% 11.6% 32.6% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 2 2.5 1 2.5 2.5 1 2.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 93 10 51 64 93 51 62 End Time (s) 10 51 64 93 51 62 93 Yield/Force Off (s) 5 44.5 60 86.5 44.5 58 86.5 Yield/Force Off 170(s) 5 32.5 60 76.5 30.5 58 72.5 Local Start Time (s) 42 54 0 13 42 0 11 Local Yield (s) 49 88.5 9 35.5 88.5 7 35.5 Local Yield 170(s) 49 76.5 9 25.5 74.5 7 21.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte Queues Short Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 90 205 218 269 265 51 154 415 135 51 415 86 v/c Ratio 0.27 0.60 0.46 0.74 0.62 0.11 0.32 0.40 0.14 0.12 0.53 0.11 Control Delay 22.2 42.1 7.8 36.6 40.0 0.5 12.3 14.0 2.6 20.0 24.6 1.0 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 22.2 42.1 7.8 36.6 40.0 0.5 12.3 14.0 2.6 20.0 24.6 1.0 Queue Length 50th (ft) 37 114 0 123 149 0 40 132 0 19 185 0 Queue Length 95th (ft) 64 172 55 175 215 0 82 230 29 47 297 7 Internal Link Dist (ft) 1255 568 577 1107 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 334 460 555 365 500 530 476 1048 950 409 790 753 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.27 0.45 0.39 0.74 0.53 0.10 0.32 0.40 0.14 0.12 0.53 0.11 Intersection Summary HCM 6th TWSC Short Total AM 12: Taft Hill & East Access Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 57 17 372 499 1 Future Vol, veh/h 3 57 17 372 499 1 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 3 61 18 400 537 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 974 538 538 0 - 0 Stage 1 538 ----- Stage 2 436 ----- 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 279 543 1030 - - - Stage 1 585 ----- Stage 2 652 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 274 543 1030 - - - Mov Cap-2 Maneuver 274 ----- Stage 1 575 ----- Stage 2 652 ----- Approach EB NB SB HCM Control Delay, s 12.9 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1030 - 518 - - HCM Lane V/C Ratio 0.018 - 0.125 - - HCM Control Delay (s) 8.6 - 12.9 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - HCM 6th TWSC Short Total PM 12: Taft Hill & East Access Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 34 57 474 481 3 Future Vol, veh/h 2 34 57 474 481 3 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 2 37 61 510 517 3 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1151 519 520 0 - 0 Stage 1 519 ----- Stage 2 632 ----- 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 219 557 1046 - - - Stage 1 597 ----- Stage 2 530 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 206 557 1046 - - - Mov Cap-2 Maneuver 206 ----- Stage 1 562 ----- Stage 2 530 ----- Approach EB NB SB HCM Control Delay, s 12.7 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1046 - 509 - - HCM Lane V/C Ratio 0.059 - 0.076 - - HCM Control Delay (s) 8.7 - 12.7 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 0.2 - - HCM 6th TWSC Short Total AM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st am.syn 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 0 237 30 200 173 0 3 0 40 1 0 0 Future Vol, veh/h 0 237 30 200 173 0 3 0 40 1 0 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 100 - - 300 - - 200 - 0 0 - 0 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 0 279 35 235 204 0 4 0 47 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 204 0 0 314 0 0 971 - 297 994 - 204 Stage 1 ------297--674-- Stage 2 ------674--320-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1368 - - 1246 - - 232 0 742 224 0 837 Stage 1 ------7120-4440- Stage 2 ------4440-6920- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1368 - - 1246 - - 198 - 742 179 - 837 Mov Cap-2 Maneuver ------198--179-- Stage 1 ------712--444-- Stage 2 ------360--648-- Approach EB WB NB SB HCM Control Delay, s 0 4.6 11.1 25.2 HCM LOS B D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 198 742 1368 - - 1246 - - 179 - HCM Lane V/C Ratio 0.018 0.063 - - - 0.189 - - 0.007 - HCM Control Delay (s) 23.5 10.2 0 - - 8.6 - - 25.2 0 HCM Lane LOS C B A - - A - - D A HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0.7 - - 0 - HCM 6th TWSC Short Total PM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 233 13 83 235 0 13 0 130 0 0 0 Future Vol, veh/h 1 233 13 83 235 0 13 0 130 0 0 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 100 - - 300 - - 200 - 0 0 - 0 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 1 274 15 98 276 0 15 0 153 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 276 0 0 289 0 0 756 - 282 832 - 276 Stage 1 ------284--472-- Stage 2 ------472--360-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1287 - - 1273 - - 325 0 757 288 0 763 Stage 1 ------7230-5730- Stage 2 ------5730-6580- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1287 - - 1273 - - 306 - 757 216 - 763 Mov Cap-2 Maneuver ------306--216-- Stage 1 ------722--572-- Stage 2 ------529--525-- Approach EB WB NB SB HCM Control Delay, s 0 2.1 11.6 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 306 757 1287 - - 1273 ---- HCM Lane V/C Ratio 0.05 0.202 0.001 - - 0.077 ---- HCM Control Delay (s) 17.4 11 7.8 - - 8.1 - - 0 0 HCM Lane LOS C B A - - A - - A A HCM 95th %tile Q(veh) 0.2 0.8 0 - - 0.2 ---- HCM 6th TWSC Short Total AM 8: Stephens/West Access & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 210 6 17 155 11 11 0 25 35 0 2 Future Vol, veh/h 1 210 6 17 155 11 11 0 25 35 0 2 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 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 223 6 18 165 12 12 0 27 37 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 177 0 0 229 0 0 436 441 226 449 438 171 Stage 1 ------228228-207207- Stage 2 ------208213-242231- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1399 - - 1339 - - 531 510 813 520 512 873 Stage 1 ------775715-795731- Stage 2 ------794726-762713- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1399 - - 1339 - - 524 503 813 498 505 873 Mov Cap-2 Maneuver ------524503-498505- Stage 1 ------774714-794721- Stage 2 ------781717-737712- Approach EB WB NB SB HCM Control Delay, s 0 0.7 10.5 12.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 696 1399 - - 1339 - - 510 HCM Lane V/C Ratio 0.055 0.001 - - 0.014 - - 0.077 HCM Control Delay (s) 10.5 7.6 - - 7.7 - - 12.6 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.2 HCM 6th TWSC Short Total PM 8: Stephens/West Access & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 189 9 17 199 35 6 0 26 21 0 1 Future Vol, veh/h 2 189 9 17 199 35 6 0 26 21 0 1 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 200 - - 200 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 217 10 20 229 40 7 0 30 24 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 269 0 0 227 0 0 516 535 222 530 520 249 Stage 1 ------226226-289289- Stage 2 ------290309-241231- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1295 - - 1341 - - 470 452 818 460 461 790 Stage 1 ------777717-719673- Stage 2 ------718660-762713- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1295 - - 1341 - - 463 444 818 437 453 790 Mov Cap-2 Maneuver ------463444-437453- Stage 1 ------775716-718663- Stage 2 ------706650-733712- Approach EB WB NB SB HCM Control Delay, s 0.1 0.5 10.3 13.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 715 1295 - - 1341 - - 446 HCM Lane V/C Ratio 0.051 0.002 - - 0.015 - - 0.057 HCM Control Delay (s) 10.3 7.8 - - 7.7 - - 13.6 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.2 APPENDIX G HCM 6th Signalized Intersection Summary Long Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 120 260 185 90 290 45 215 335 180 85 415 200 Future Volume (veh/h) 120 260 185 90 290 45 215 335 180 85 415 200 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 126 274 39 95 305 1 226 353 100 89 437 77 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 264 391 331 275 362 307 483 1076 912 485 817 692 Arrive On Green 0.08 0.21 0.21 0.07 0.19 0.19 0.10 0.58 0.58 0.44 0.44 0.44 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 938 1870 1585 Grp Volume(v), veh/h 126 274 39 95 305 1 226 353 100 89 437 77 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 938 1870 1585 Q Serve(g_s), s 5.2 12.9 1.9 4.0 14.9 0.0 6.2 9.4 2.7 5.6 16.3 2.7 Cycle Q Clear(g_c), s 5.2 12.9 1.9 4.0 14.9 0.0 6.2 9.4 2.7 5.6 16.3 2.7 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 264 391 331 275 362 307 483 1076 912 485 817 692 V/C Ratio(X) 0.48 0.70 0.12 0.34 0.84 0.00 0.47 0.33 0.11 0.18 0.54 0.11 Avail Cap(c_a), veh/h 265 463 392 304 463 392 498 1076 912 485 817 692 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 27.8 34.8 30.5 28.1 36.9 30.9 13.2 10.6 9.1 16.7 19.7 15.8 Incr Delay (d2), s/veh 1.3 3.8 0.2 0.7 10.7 0.0 0.7 0.8 0.2 0.8 2.5 0.3 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 2.2 6.1 0.7 1.7 7.7 0.0 2.3 3.8 0.9 1.3 7.3 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 29.1 38.6 30.6 28.8 47.6 30.9 13.9 11.4 9.4 17.5 22.2 16.2 LnGrp LOS CDCCDC BBABCB Approach Vol, veh/h 439 401 679 603 Approach Delay, s/veh 35.2 43.1 11.9 20.7 Approach LOS D D B C Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 13.2 47.0 9.5 25.4 60.2 10.9 23.9 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 9.0 34.5 7.0 22.5 48.5 7.0 22.5 Max Q Clear Time (g_c+I1), s 8.2 18.3 6.0 14.9 11.4 7.2 16.9 Green Ext Time (p_c), s 0.1 2.0 0.0 0.6 1.5 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 25.1 HCM 6th LOS C Timing Report, Sorted By Phase Long Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 14 41 11 29 55 11 29 Maximum Split (%) 14.7% 43.2% 11.6% 30.5% 57.9% 11.6% 30.5% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 2 2.5 1 2.5 2.5 1 2.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 91 10 51 62 91 51 62 End Time (s) 10 51 62 91 51 62 91 Yield/Force Off (s) 5 44.5 58 84.5 44.5 58 84.5 Yield/Force Off 170(s) 5 32.5 58 74.5 30.5 58 70.5 Local Start Time (s) 40 54 0 11 40 0 11 Local Yield (s) 49 88.5 7 33.5 88.5 7 33.5 Local Yield 170(s) 49 76.5 7 23.5 74.5 7 19.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte Queues Long Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 126 274 195 95 305 47 226 353 189 89 437 211 v/c Ratio 0.44 0.62 0.37 0.28 0.76 0.10 0.50 0.34 0.20 0.22 0.58 0.28 Control Delay 25.4 39.3 6.6 22.1 47.5 0.5 15.0 13.5 2.3 21.8 27.0 4.0 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 25.4 39.3 6.6 22.1 47.5 0.5 15.0 13.5 2.3 21.8 27.0 4.0 Queue Length 50th (ft) 51 150 0 38 171 0 65 114 0 36 212 0 Queue Length 95th (ft) 89 230 52 70 258 0 111 182 31 74 316 44 Internal Link Dist (ft) 1255 568 577 1107 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 286 469 545 339 460 499 452 1030 960 413 750 763 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.44 0.58 0.36 0.28 0.66 0.09 0.50 0.34 0.20 0.22 0.58 0.28 Intersection Summary HCM 6th Signalized Intersection Summary Long Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 110 245 260 320 315 70 180 485 160 55 495 105 Future Volume (veh/h) 110 245 260 320 315 70 180 485 160 55 495 105 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 116 258 40 337 332 1 189 511 83 58 521 2 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 292 315 267 378 447 379 383 1013 858 376 807 684 Arrive On Green 0.08 0.17 0.17 0.15 0.24 0.24 0.07 0.54 0.54 0.43 0.43 0.43 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 823 1870 1585 Grp Volume(v), veh/h 116 258 40 337 332 1 189 511 83 58 521 2 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 823 1870 1585 Q Serve(g_s), s 5.2 13.3 2.2 15.0 16.4 0.0 5.7 17.2 2.5 4.8 22.0 0.1 Cycle Q Clear(g_c), s 5.2 13.3 2.2 15.0 16.4 0.0 5.7 17.2 2.5 11.0 22.0 0.1 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 292 315 267 378 447 379 383 1013 858 376 807 684 V/C Ratio(X) 0.40 0.82 0.15 0.89 0.74 0.00 0.49 0.50 0.10 0.15 0.65 0.00 Avail Cap(c_a), veh/h 293 440 372 378 570 483 383 1013 858 376 807 684 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 30.7 40.1 35.5 28.9 35.2 29.0 16.5 14.5 11.1 21.4 22.4 16.2 Incr Delay (d2), s/veh 0.9 8.2 0.3 22.5 3.9 0.0 1.0 1.8 0.2 0.9 4.0 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 2.3 6.7 0.8 8.7 7.8 0.0 2.2 7.3 0.9 1.0 10.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.6 48.3 35.7 51.4 39.1 29.0 17.4 16.3 11.3 22.3 26.4 16.2 LnGrp LOS CDDDDCBBBCCB Approach Vol, veh/h 414 670 783 581 Approach Delay, s/veh 42.4 45.3 16.0 25.9 Approach LOS D D B C Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 11.0 48.6 18.0 22.4 59.6 10.9 29.4 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 6.0 35.5 14.0 22.5 46.5 7.0 29.5 Max Q Clear Time (g_c+I1), s 7.7 24.0 17.0 15.3 19.2 7.2 18.4 Green Ext Time (p_c), s 0.0 1.8 0.0 0.5 2.1 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 30.8 HCM 6th LOS C Timing Report, Sorted By Phase Long Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 42 18 29 53 11 36 Maximum Split (%) 11.0% 42.0% 18.0% 29.0% 53.0% 11.0% 36.0% Minimum Split (s) 11 28.5 11 28.5 28.5 11 28 Yellow Time (s)3434434 All-Red Time (s) 2 2.5 1 2.5 2.5 1 2.5 Minimum Initial (s)4747747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 98 9 51 69 98 51 62 End Time (s) 9 51 69 98 51 62 98 Yield/Force Off (s) 4 44.5 65 91.5 44.5 58 91.5 Yield/Force Off 170(s) 4 32.5 65 81.5 30.5 58 77.5 Local Start Time (s) 47 58 0 18 47 0 11 Local Yield (s) 53 93.5 14 40.5 93.5 7 40.5 Local Yield 170(s) 53 81.5 14 30.5 79.5 7 26.5 Intersection Summary Cycle Length 100 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (51%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte Queues Long Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 116 258 274 337 332 74 189 511 168 58 521 111 v/c Ratio 0.36 0.71 0.52 0.83 0.67 0.14 0.57 0.53 0.19 0.17 0.73 0.15 Control Delay 22.3 48.8 7.8 40.7 39.8 0.8 21.5 19.5 2.9 23.3 34.0 0.9 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 22.3 48.8 7.8 40.7 39.8 0.8 21.5 19.5 2.9 23.3 34.0 0.9 Queue Length 50th (ft) 46 154 0 155 188 0 61 210 0 25 289 0 Queue Length 95th (ft) 78 230 63 #220 270 3 #113 331 34 56 419 6 Internal Link Dist (ft) 1255 568 577 1107 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 322 437 581 407 568 577 332 961 898 335 718 721 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.36 0.59 0.47 0.83 0.58 0.13 0.57 0.53 0.19 0.17 0.73 0.15 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Total AM 12: Taft Hill & East Access Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 60 15 475 635 5 Future Vol, veh/h 5 60 15 475 635 5 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - 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 5 63 16 500 668 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1203 671 673 0 - 0 Stage 1 671 ----- Stage 2 532 ----- 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 204 456 918 - - - Stage 1 508 ----- Stage 2 589 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 201 456 918 - - - Mov Cap-2 Maneuver 201 ----- Stage 1 499 ----- Stage 2 589 ----- Approach EB NB SB HCM Control Delay, s 15.4 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 918 - 415 - - HCM Lane V/C Ratio 0.017 - 0.165 - - HCM Control Delay (s) 9 - 15.4 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 0.6 - - HCM 6th TWSC Long Total PM 12: Taft Hill & East Access Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 35 60 600 615 5 Future Vol, veh/h 5 35 60 600 615 5 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - 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 5 37 63 632 647 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1408 650 652 0 - 0 Stage 1 650 ----- Stage 2 758 ----- 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 153 469 935 - - - Stage 1 520 ----- Stage 2 463 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 143 469 935 - - - Mov Cap-2 Maneuver 143 ----- Stage 1 485 ----- Stage 2 463 ----- Approach EB NB SB HCM Control Delay, s 16.1 0.8 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 935 - 365 - - HCM Lane V/C Ratio 0.068 - 0.115 - - HCM Control Delay (s) 9.1 - 16.1 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.2 - 0.4 - - HCM 6th TWSC Long Total AM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 295 35 250 215 0 5 0 50 1 0 0 Future Vol, veh/h 0 295 35 250 215 0 5 0 50 1 0 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 100 - - 300 - - 200 - 0 0 - 0 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 0 311 37 263 226 0 5 0 53 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 226 0 0 348 0 0 1082 - 330 1108 - 226 Stage 1 ------330--752-- Stage 2 ------752--356-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1342 - - 1211 - - 195 0 712 187 0 813 Stage 1 ------6830-4020- Stage 2 ------4020-6610- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1342 - - 1211 - - 162 - 712 144 - 813 Mov Cap-2 Maneuver ------162--144-- Stage 1 ------683--402-- Stage 2 ------315--612-- Approach EB WB NB SB HCM Control Delay, s 0 4.7 12.1 30.2 HCM LOS B D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 162 712 1342 - - 1211 - - 144 - HCM Lane V/C Ratio 0.032 0.074 - - - 0.217 - - 0.007 - HCM Control Delay (s) 28 10.5 0 - - 8.8 - - 30.2 0 HCM Lane LOS D B A - - A - - D A HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0.8 - - 0 - HCM 6th TWSC Long Total PM 6: Impala/Driveway & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 290 15 110 295 0 15 0 175 0 0 0 Future Vol, veh/h 1 290 15 110 295 0 15 0 175 0 0 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 100 - - 300 - - 200 - 0 0 - 0 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 1 305 16 116 311 0 16 0 184 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 311 0 0 321 0 0 858 - 313 950 - 311 Stage 1 ------315--543-- Stage 2 ------543--407-- Critical Hdwy 4.12 - - 4.12 - - 7.12 - 6.22 7.12 - 6.22 Critical Hdwy Stg 1 ------6.12 - - 6.12 - - Critical Hdwy Stg 2 ------6.12 - - 6.12 - - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 - 3.318 3.518 - 3.318 Pot Cap-1 Maneuver 1249 - - 1239 - - 277 0 727 240 0 729 Stage 1 ------6960-5240- Stage 2 ------5240-6210- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1249 - - 1239 - - 257 - 727 166 - 729 Mov Cap-2 Maneuver ------257--166-- Stage 1 ------695--523-- Stage 2 ------475--463-- Approach EB WB NB SB HCM Control Delay, s 0 2.2 12.3 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 257 727 1249 - - 1239 ---- HCM Lane V/C Ratio 0.061 0.253 0.001 - - 0.093 ---- HCM Control Delay (s) 19.9 11.6 7.9 - - 8.2 - - 0 0 HCM Lane LOS C B A - - A - - A A HCM 95th %tile Q(veh) 0.2 1 0 - - 0.3 ---- HCM 6th TWSC Long Total AM 8: Stephens/West Access & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 265 10 20 200 10 15 0 35 35 0 5 Future Vol, veh/h 0 265 10 20 200 10 15 0 35 35 0 5 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 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 0 279 11 21 211 11 16 0 37 37 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 222 0 0 290 0 0 546 549 285 562 549 217 Stage 1 ------285285-259259- Stage 2 ------261264-303290- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1347 - - 1272 - - 448 443 754 438 443 823 Stage 1 ------722676-746694- Stage 2 ------744690-706672- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1347 - - 1272 - - 439 435 754 411 435 823 Mov Cap-2 Maneuver ------439435-411435- Stage 1 ------722676-746682- Stage 2 ------727678-672672- Approach EB WB NB SB HCM Control Delay, s 0 0.7 11.3 14.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 620 1347 - - 1272 - - 438 HCM Lane V/C Ratio 0.085 - - - 0.017 - - 0.096 HCM Control Delay (s) 11.3 0 - - 7.9 - - 14.1 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.3 HCM 6th TWSC Long Total PM 8: Stephens/West Access & Laporte Sanctuary-On-The-Green 10/30/2021 Synchro 11 Light Report Delich Associates lt pm.syn 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 5 240 10 20 255 35 10 0 35 20 0 5 Future Vol, veh/h 5 240 10 20 255 35 10 0 35 20 0 5 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 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 5 253 11 21 268 37 11 0 37 21 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 305 0 0 264 0 0 600 616 259 616 603 287 Stage 1 ------269269-329329- Stage 2 ------331347-287274- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1256 - - 1300 - - 413 406 780 403 413 752 Stage 1 ------737687-684646- Stage 2 ------682635-720683- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1256 - - 1300 - - 404 398 780 378 405 752 Mov Cap-2 Maneuver ------404398-378405- Stage 1 ------734684-681636- Stage 2 ------666625-683680- Approach EB WB NB SB HCM Control Delay, s 0.2 0.5 11 14.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 646 1256 - - 1300 - - 420 HCM Lane V/C Ratio 0.073 0.004 - - 0.016 - - 0.063 HCM Control Delay (s) 11 7.9 - - 7.8 - - 14.1 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.2 APPENDIX H East Access West AccessLaporte Avenue Taft Hill RoadRAILR O AD OverlandVine Mulberry 4 Laporte Taft HillStephensImpalaPoudre High School Poudre School District 1 3 2 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 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 Poudre High School to the south of the site Institutional Minimum C C C C C 1 Actual A D C D C Proposed A C B C B The residential neighborhood to the west of the site Residential Minimum C C C C C 2 Actual B E A 1 D C Proposed B C A1 C C The residential neighborhood to the north of the site Residential Minimum C C C C C 3 Actual A E A1 C C Proposed A C A1 B C The residential neighborhoods to the north of the site Residential Minimum C C C C C 4 Actual B E A1 C C Proposed B C A1 B C Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 1 No street crossings East Access West AccessLaporte Avenue Taft Hill RoadRAILR O AD OverlandVine Mulberry Laporte Taft HillStephensImpalaPoudre High School Poudre School District 1 2 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Sanctuary-On-The-Green TIS, November 2021 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Poudre High School Institutional C B B 1 Irish Elementary School Institutional C B B 2 3 4 5 6 7 8