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HomeMy WebLinkAboutSANCTUARY ON THE GREEN - PDP190003 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYSANCTUARY-ON-THE-GREEN TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO FEBRUARY 2019 Prepared for: Solitaire Homes c/o Bill Veio/David Pretzler 6645 E. Heritage Place South Centennial, CO 80111 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #1862 DELICH Sanctuary-On-The-Green TIS, February 2019 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 (2023) Background Peak Hour Operation ......................................... 19 4. Long Range (2040) Background Peak Hour Operation ........................................... 21 5. Short Range (2023) Total Peak Hour Operation ..................................................... 22 6. Long Range (2040) Total Peak Hour Operation ...................................................... 23 DELICH Sanctuary-On-The-Green TIS, February 2019 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing 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 (2023) Background Peak Hour Traffic ................................................ 15 9. Long Range (2040) Background Peak Hour Traffic................................................. 16 10. Short Range (2023) Total Peak Hour Traffic ........................................................... 17 11. Long Range (2040) Total Peak Hour Traffic ............................................................ 18 12. Short Range (2023) 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 (2023) Background Peak Hour Operation E. Long Range (2040) Background Peak Hour Operation F. Short Range (2023) 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, February 2019 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 DELICH Sanctuary-On-The-Green TIS, February 2019 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 Access-Driveway, Laporte/Impala, 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 four-lane arterial street on the Fort Collins Master Street Plan. Currently, Taft Hill Road has a four-lane cross section (no center median) just south of Laporte Avenue. North of Laporte Avenue, Taft Hill Road has a two-lane cross section (no center median). The posted speed on 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 Access-Driveway intersection, Taft Hill Road has all northbound and southbound movements combined into single lanes. The Taft Hill/ Laporte Outreach Church Access-Driveway intersection has stop control on the Laporte Outreach Church Access and the Driveway. 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 adjacent to Poudre Valley High School, 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 intersection, Laporte Avenue has a westbound left-turn lane and one through lane in each direction. The Laporte/Impala 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. BURLINGTON NORTHERN RAILROAD LaPorte Taft Hill Overland Vine Mulberry Sanctuary- On-The- Green SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Sanctuary on the Green TIS, November 2018 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 4 Laporte Taft Hill Laporte Outreach Church Poudre Community Academy Stephens Impala Driveway STOP STOP STOP STOP STOP - Denotes Lane _ Two-way Continuous Left-turn Lane DELICH Sanctuary-On-The-Green TIS, February 2019 ASSOCIATES Page 5 Existing Traffic Recent peak hour traffic volumes at the Taft Hill/Laporte, Taft Hill/Laporte Outreach Church Access-Driveway, Laporte/Impala, and Laporte/Stephens-Poudre Community Academy intersections are shown in Figure 3. The counts at the Taft Hill/Laporte intersection were obtained in November 2016 by the City of Fort Collins. The counts at the Taft Hill/Laporte Outreach Church Access-Driveway, Laporte/Impala, and Laporte/Stephens-Poudre Community Academy intersections were obtained in October 2018. Raw traffic count data is provided in Appendix B. Since the counts were performed on different days, the traffic volumes were averaged/balanced and are shown in Figure 4. Existing Operation The Taft Hill/Laporte, Taft Hill/Laporte Outreach Church Access-Driveway, Laporte/Impala, 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 2010 Highway Capacity Manual. A description of level of service for signalized and unsignalized intersections from the 2010 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. 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, February 2019 Page 6 Laporte Taft Hill Laporte Outreach Church Poudre Community Academy Stephens Impala Driveway 137/107 293/327 222/147 107/23 323/332 54/24 56/49 210/140 130/150 23/50 193/189 109/232 0/0 338/511 1/2 0/0 449/434 0/0 0/0 0/0 0/0 0/1 0/0 1/0 12/12 0/0 27/48 12/1 1/0 33/1 3/0 206/150 10/5 10/1 137/191 17/25 178/222 161/54 287/242 31/10 7/7 124/77 AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 7 Laporte Taft Hill Laporte Outreach Church Poudre Community Academy Stephens Impala Driveway 123/109 283/369 222/147 84/25 329/358 58/26 54/56 224/140 139/150 22/56 170/197 109/232 0/0 351/468 1/2 0/0 462/404 0/0 0/0 0/0 0/0 0/1 0/0 1/0 12/12 0/0 29/48 12/1 1/0 35/1 3/0 222/180 10/5 10/1 139/193 18/25 185/222 167/54 260/244 31/10 7/7 112/77 DELICH Sanctuary-On-The-Green TIS, February 2019 ASSOCIATES Page 8 Transit Facilities Currently, this area of Fort Collins is served by Transfort Routes 9, 33, 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 C D EB RT B D EB APPROACH B D WB LT B D WB T B D WB RT A A WB APPROACH B D NB LT B A NB T A A NB RT A A NB APPROACH A A SB LT B A SB T B B SB RT A A SB APPROACH B B OVERALL B C Taft Hill/Laporte Outreach Church- Driveway (stop sign) EB LT/T/RT A A WB LT/T/RT C B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Laporte/Impala (stop sign) NB LT C B NB RT B B NB APPROACH B B 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, February 2019 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 31 single family detached dwelling units, 28 single family duplex dwelling units, 140 single family attached dwelling units, and 69 condominium dwelling units. The existing parking lot for the Poudre Community Academy will be reconfigured and a street site access will be constructed. The new driveway (Site Access) will line-up with the CSU Equine Center Access. The existing house (driveway) across from the Laporte Outreach Church will be razed. The street Site Access will be located approximately 300 feet north of the Laporte Outreach Church. The short range analysis (Year 2023) 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. 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 2,174 daily trip ends, 152 morning peak hour trip ends, and 185 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 (2023) 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. SCALE: 1"=400' SITE PLAN Figure 5 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 10 Laporte Avenue Taft Hill Road DELICH Sanctuary-On-The-Green TIS, February 2019 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 31 D.U. EQ 356 EQ 7 EQ 20 EQ 21 EQ 12 210 Single Family Duplex 28 D.U. EQ 320 EQ 6 EQ 19 EQ 19 EQ 11 Subtotal 676 13 39 40 23 East Portion 220 Single Family Attached 140 D.U. EQ 1018 EQ 15 EQ 51 EQ 50 EQ 30 220 Condominium 69 D.U. EQ 480 EQ 8 EQ 26 EQ 26 EQ 16 Subtotal 1498 23 77 76 46 Total 2174 36 116 116 69 Laporte Taft Hill Vine 45% Stephens Impala 5% 45% 5% SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 12 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 13 6/19 9/32 0/1 31/18 33/19 1/0 15/10 18/12 9/33 5/17 64/38 19/65 18/65 1/0 2/5 0/1 5/3 64/37 Laporte 11/37 34/22 Taft Hill Site Access Laporte Outreach Church Stephens Impala Site Access 5/3 34/22 11/37 1/5 DELICH Sanctuary-On-The-Green TIS, February 2019 ASSOCIATES Page 14 Background Traffic Projections Figures 8 and 9 show the respective short range (2023) and long range (2040) background traffic projections. The short range (2023) background traffic was developed by factoring the volumes on the key streets 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 (2023) and long range (2040) total (site plus background) peak hour traffic assignment at the Taft Hill/Laporte, Taft Hill/Laporte Outreach Church Access, Taft Hill/Site Access, Laporte/Impala, and Laporte/Stephens-Site 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 (2023) and long range (2040) futures, it is not likely that any of the stop sign controlled intersections meet peak hour signal warrants. Operation Analysis Operation analyses were performed at the Taft Hill/Laporte, Taft Hill/Laporte Outreach Church Access, Taft Hill/Site Access, Laporte/Impala, and Laporte/Stephens- Site Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2023 and 2040 conditions, respectively. The long range (2040) analyses are provided for informational purposes. As mentioned earlier, Taft Hill Road and Laporte Avenue should have a center median lane. Short range (2023) analyses were performed without these geometric improvements. Geometric improvements were assumed for the long range (2040) future. Using the traffic volumes shown in Figure 8, the Taft Hill/Laporte, Taft Hill/ Laporte Outreach Church Access-Driveway, Laporte/Impala, and Laporte/Stephens-Poudre Community Academy intersections operate in the short range (2023) 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 geometry. AM/PM SHORT RANGE (2023) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 15 Laporte Taft Hill Laporte Outreach Church Poudre Community Academy Stephens Impala Driveway 136/120 312/407 245/162 93/28 363/395 64/29 60/62 247/155 153/165 24/62 188/218 120/256 0/0 388/518 1/2 0/0 512/447 0/0 0/0 0/0 0/0 0/1 0/0 1/0 13/13 0/0 32/54 13/1 1/0 39/1 3/0 248/202 11/5 11/1 157/219 21/28 206/250 186/61 290/271 34/11 8/8 125/86 LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 16 Laporte Taft Hill Laporte Outreach Church Poudre Community Academy Stephens Impala Driveway 0/0 535/675 5/5 0/0 650/585 0/0 0/0 0/0 0/0 0/5 0/0 5/0 AM/PM Rounded to Nearest 5 Vehicles 285/355 250/85 400/370 45/15 10/10 165/115 185/165 425/525 345/225 130/40 450/515 85/35 85/85 330/205 195/220 35/80 245/290 170/325 15/15 NOM 35/55 15/NOM NOM 40/NOM 5/NOM 365/305 10/5 15/NOM AM/PM SHORT RANGE (2023) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 17 576/484 0/0 406/583 1/2 0/1 1/0 18/65 388/519 2/5 512/447 5/3 64/37 Laporte 217/287 186/61 324/293 34/11 8/8 125/86 Taft Hill Site Access Laporte Outreach Church Stephens Impala Site Access 142/139 321/439 245/162 93/29 394/413 97/48 61/62 262/165 171/177 33/95 193/235 120/256 13/13 0/0 32/54 18/4 1/0 73/23 4/5 248/202 11/5 22/38 157/219 21/28 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 18 715/625 0/0 555/740 5/5 0/5 5/0 20/65 535/680 5/5 650/590 5/5 65/35 Laporte 295/395 250/85 435/395 45/15 10/10 165/115 Taft Hill Site Access Laporte Outreach Church Stephens Impala Site Access 190/185 435/555 345/225 130/40 480/535 120/55 85/85 345/215 215/235 45/115 250/310 170/325 15/15 NOM 35/55 20/5 NOM 75/25 5/5 365/305 10/5 25/40 230/325 25/30 AM/PM Rounded to Nearest 5 Vehicles DELICH Sanctuary-On-The-Green TIS, February 2019 ASSOCIATES Page 19 TABLE 3 Short Range (2023) Background Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT B C EB T C D EB RT B D EB APPROACH C D WB LT B E WB T B D WB RT A A WB APPROACH B D NB LT B A NB T B A NB RT A A NB APPROACH B A SB LT B B SB T B B SB RT B A SB APPROACH B B OVERALL B C Taft Hill/Laporte Outreach Church- Driveway (stop sign) EB LT/T/RT A A WB LT/T/RT C B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Laporte/Impala (stop sign) NB LT C C NB RT B B NB APPROACH B B 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, February 2019 ASSOCIATES Page 20 Using the traffic volumes shown in Figure 9, the Taft Hill/Laporte, Taft Hill/ Laporte Outreach Church Access-Driveway, Laporte/Impala, and Laporte/Stephens-Poudre Community Academy intersections operate in the long range (2040) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. Table 5 shows the short range (2023) total peak hour operation at the Taft Hill/ Laporte, Taft Hill/Laporte Outreach Church Access, Taft Hill/Site Access, Laporte/ Impala, and Laporte/Stephens-Site Access intersections (Figure 10). The key intersections will meet the Fort Collins operational criteria during the peak hours with existing control, signal timing, and 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/ Laporte Outreach Church Access, Taft Hill/Site Access, Laporte/Impala, and Laporte/ Stephens-Site Access intersections operate in the long range (2040) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. Geometry Figure 12 shows a schematic of the short range (2023) geometry. As mentioned earlier, Taft Hill Road and Laporte Avenue should have a center median lane. However, the Taft Hill/Laporte Outreach Church Access, Taft Hill/Site Access, and Laporte/Stephens-Site Access intersections meet the Fort Collins operational criteria without these geometric improvements. 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 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. Appendix H shows a map of the area that is within 1320 feet of the Sanctuary-On-The-Green site. There will be four pedestrian destinations within 1320 feet of the Sanctuary-On-The-Green. These are: 1) Poudre High School to the south of the site; 2) the residential uses to the west of the site; 3) the residential uses to the north of the site; and 4) the residential uses to the northeast of the site. This site is in an area type termed “other.” The level of service determination assumes that this development will build their streets and adjacent streets in accordance with Fort DELICH Sanctuary-On-The-Green TIS, February 2019 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 B C EB T C D EB RT C C EB APPROACH C D WB LT B E WB T C C WB RT A A WB APPROACH B D NB LT B B NB T C B NB RT B B NB APPROACH B B SB LT B B SB T C C SB RT B A SB APPROACH C C OVERALL C C Taft Hill/Laporte Outreach Church- Driveway (stop sign) EB LT/T/RT A A WB LT/T/RT D B NB LT A A SB LT A A OVERALL A A Laporte/Impala (stop sign) NB LT D C NB RT B B NB APPROACH B B WB LT A A OVERALL A A Laporte/Stephens-Poudre Community Academy (stop sign) NB LT/T/RT B B SB LT/T/RT C B EB LT/T/RT A A WB LT/T/RT A A OVERALL A A DELICH Sanctuary-On-The-Green TIS, February 2019 ASSOCIATES Page 22 TABLE 5 Short Range (2023) Total Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT B C EB T C D EB RT B D EB APPROACH C D WB LT B E WB T B D WB RT A C WB APPROACH B D NB LT B A NB T B A NB RT A A NB APPROACH B A SB LT B B SB T C B SB RT B A SB APPROACH C B OVERALL B C Taft Hill/Laporte Outreach Church (stop sign) WB LT/RT C B SB LT/T A A OVERALL A A Taft Hill/Site Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A Laporte/Impala (stop sign) NB LT C C NB RT B B NB APPROACH B B WB LT A A OVERALL A A Laporte/Stephens-Poudre Community Academy (stop sign) NB LT/T/RT B B SB LT/T/RT C B EB LT/T/RT A A WB LT/T/RT A A OVERALL A A DELICH Sanctuary-On-The-Green TIS, February 2019 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 B C EB T C D EB RT C C EB APPROACH C D WB LT B E WB T C D WB RT A C WB APPROACH C D NB LT B B NB T C C NB RT B B NB APPROACH B B SB LT B B SB T C C SB RT B A SB APPROACH C C OVERALL C C Taft Hill/Laporte Outreach Church (stop sign) WB LT/RT D B SB LT A A OVERALL A A Taft Hill/Site Access (stop sign) EB LT/RT C C NB LT A A OVERALL A A Laporte/Impala (stop sign) NB LT E C NB RT B B NB APPROACH C B WB LT A A OVERALL A A Laporte/Stephens-Poudre Community Academy (stop sign) NB LT/T/RT B B SB LT/T/RT C C EB LT A A WB LT A A OVERALL A A SHORT RANGE (2023) GEOMETRY Figure 12 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 24 Laporte Taft Hill Site Access Laporte Outreach Church Stephens Impala Site Access STOP STOP STOP STOP _ Two-way Continuous Left-turn Lane - Required Lane - Existing Lane STOP LONG RANGE (2040) GEOMETRY Figure 13 DELICH ASSOCIATES Sanctuary-On-The-Green TIS, February 2019 Page 25 Laporte Taft Hill Site Access Laporte Outreach Church Stephens Impala Site Access STOP STOP STOP STOP _ Two-way Continuous Left-turn Lane - Required Lane - Existing Lane STOP DELICH Sanctuary-On-The-Green TIS, February 2019 ASSOCIATES Page 26 Collins Standards. The Pedestrian LOS Worksheet is provided in Appendix H. The minimum level of service for “other” is C for all categories. The Pedestrian LOS will be achieved in the short range (2023) future. As future development occurs in the area, it is assumed that the future developments will build their streets in accordance with Fort Collins Standards. 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 is one bicycle destination within 1320 feet of the site: 1) Poudre High School to the south 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. 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, 33, and 92. DELICH Sanctuary-On-The-Green TIS, February 2019 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 (2023) 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 2,174 daily trip ends, 152 morning peak hour trip ends, and 185 afternoon peak hour trip ends. - The Taft Hill/Laporte, Taft Hill/Laporte Outreach Church Access-Driveway, Laporte/Impala, 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 (2023) and long range (2040) futures, the stop sign controlled intersections do not meet peak hour signal warrants. - In the short range (2023) 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 mentioned earlier, Taft Hill Road and Laporte Avenue should have a center median lane. Short range (2023) analyses were performed without these geometric improvements. - The short range (2023) 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, 33, 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: 11/29/2016 Observer: City of Fort Collins Day: Wednesday 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 46 77 66 189 16 89 61 166 355 23 75 47 145 24 59 6 89 234 589 7:45 39 85 69 193 10 73 16 99 292 12 55 24 91 23 49 5 77 168 460 8:00 26 65 38 129 14 81 15 110 239 13 49 27 89 39 33 6 78 167 406 8:15 26 66 49 141 14 80 15 109 250 8 31 32 71 23 52 6 81 152 402 7:30-8:30 137 293 222 652 54 323 107 484 1136 56 210 130 396 109 193 23 325 721 1857 PHF 0.74 0.86 0.8 0.84 0.84 0.91 0.44 0.73 0.61 0.7 0.69 0.68 0.7 0.82 0.96 0.91 0.79 4:30 26 88 36 150 3 95 5 103 253 17 43 39 99 43 35 9 87 186 439 4:45 27 77 34 138 11 75 10 96 234 12 41 37 90 56 45 14 115 205 439 5:00 28 73 29 130 5 71 5 81 211 11 35 37 83 61 46 15 122 205 416 5:15 26 89 48 163 5 91 3 99 262 9 21 37 67 72 63 12 147 214 476 4:30-5:30 107 327 147 581 24 332 23 379 960 49 140 150 339 232 189 50 471 810 1770 PHF 0.96 0.92 0.77 0.89 0.55 0.87 0.58 0.92 0.72 0.81 0.96 0.86 0.81 0.75 0.83 0.8 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/11/2018 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Taft Hill/Laporte Outreach Church Access-Driveway S = straight L = left turn Time Northbound: Taft Hill Southbound: Taft Hill Total Eastbound: Driveway Westbound: LOC Access 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 0 102 0 102 0 111 0 111 213 0 0 0 0 0 0 0 0 0 213 7:45 0 79 0 79 0 115 0 115 194 0 0 0 0 0 0 0 0 0 194 8:00 0 78 0 78 0 111 0 111 189 0 0 0 0 0 0 0 0 0 189 8:15 0 79 1 80 0 112 0 112 192 0 0 0 0 1 0 0 1 1 193 7:30-8:30 0 338 1 339 0 449 0 449 788 0 0 0 0 1 0 0 1 1 789 PHF n/a 0.83 0.25 0.83 n/a 0.98 n/a 0.98 n/a n/a n/a n/a 0.25 n/a n/a 0.25 0.93 4:30 0 113 1 114 0 119 0 119 233 0 0 0 0 0 0 1 1 1 234 4:45 0 115 1 116 0 102 0 102 218 0 0 0 0 0 0 0 0 0 218 5:00 0 143 0 143 0 120 0 120 263 0 0 0 0 0 0 0 0 0 263 5:15 0 140 0 140 0 93 0 93 233 0 0 0 0 0 0 0 0 0 233 4:30-5:30 0 511 2 513 0 434 0 434 947 0 0 0 0 0 0 1 1 1 948 PHF n/a 0.89 0.5 0.9 n/a 0.9 n/a 0.9 n/a n/a n/a n/a n/a n/a 0.25 0.25 0.9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/23/2018 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Laporte/Impala S = straight L = left turn Time Northbound: Impala Southbound: 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 4 89 93 0 93 71 14 85 98 49 147 232 325 7:45 1 17 18 0 18 75 7 82 25 51 76 158 176 8:00 2 7 9 0 9 75 4 79 20 31 51 130 139 8:15 0 11 11 0 11 66 6 72 18 47 65 137 148 7:30-8:30 7 0 124 131 0 0 0 0 131 0 287 31 318 161 178 0 339 657 788 PHF 0.44 n/a 0.35 0.35 n/a n/a n/a n/a n/a 0.96 0.55 0.94 0.41 0.87 n/a 0.58 0.61 4:30 2 25 27 0 27 69 2 71 7 58 65 136 163 4:45 1 16 17 0 17 58 2 60 11 55 66 126 143 5:00 2 12 14 0 14 66 1 67 11 41 52 119 133 5:15 2 24 26 0 26 49 5 54 25 68 93 147 173 4:30-5:30 7 0 77 84 0 0 0 0 84 0 242 10 252 54 222 0 276 528 612 PHF 0.88 n/a 0.77 0.78 n/a n/a n/a n/a n/a 0.88 0.5 0.89 0.54 0.82 n/a 0.74 0.88 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/10/2018 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Laporte/Stephens-Poudre Community Academy Access S = straight L = left turn Time Northbound: Stephens Southbound: PCA Access 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 7 0 10 17 9 1 3 13 30 2 40 1 43 2 27 2 31 74 104 7:45 2 0 7 9 13 0 5 18 27 1 41 0 42 4 39 5 48 90 117 8:00 2 0 1 3 5 0 3 8 11 0 62 5 67 3 33 1 37 104 115 8:15 1 0 9 10 6 0 1 7 17 0 63 4 67 8 38 2 48 115 132 7:30-8:30 12 0 27 39 33 1 12 46 85 3 206 10 219 17 137 10 164 383 468 PHF 0.43 n/a 0.68 0.57 0.63 0.25 0.6 0.64 0.38 0.82 0.5 0.82 0.53 0.88 0.5 0.85 0.89 4:30 4 0 12 16 0 0 1 1 17 0 34 1 35 15 41 0 56 91 108 4:45 4 0 16 20 0 0 0 0 20 0 48 3 51 9 41 0 50 101 121 5:00 2 0 14 16 1 0 0 1 17 0 34 0 34 0 55 1 56 90 107 5:15 2 0 6 8 0 0 0 0 8 0 34 1 35 1 54 0 55 90 98 4:30-5:30 12 0 48 60 1 0 1 2 62 0 150 5 155 25 191 1 217 372 434 PHF 0.75 n/a 0.75 0.75 0.25 n/a 0.25 0.5 n/a 0.78 0.42 0.76 0.42 0.87 0.25 0.97 0.9 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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) 54 224 139 109 170 22 123 283 222 58 329 84 Future Volume (veh/h) 54 224 139 109 170 22 123 283 222 58 329 84 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 64 264 22 128 200 0 145 333 92 68 387 0 Adj No. of Lanes 111111111111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 441 400 340 407 461 392 427 845 718 423 550 467 Arrive On Green 0.07 0.21 0.21 0.10 0.25 0.00 0.10 0.45 0.45 0.30 0.30 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 958 1863 1583 Grp Volume(v), veh/h 64 264 22 128 200 0 145 333 92 68 387 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 958 1863 1583 Q Serve(g_s), s 1.4 6.7 0.6 2.7 4.7 0.0 2.6 6.1 1.7 2.8 9.5 0.0 Cycle Q Clear(g_c), s 1.4 6.7 0.6 2.7 4.7 0.0 2.6 6.1 1.7 2.8 9.5 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 441 400 340 407 461 392 427 845 718 423 550 467 V/C Ratio(X) 0.14 0.66 0.06 0.31 0.43 0.00 0.34 0.39 0.13 0.16 0.70 0.00 Avail Cap(c_a), veh/h 703 922 784 612 922 784 628 1429 1214 614 922 784 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 13.9 18.5 16.1 13.2 16.3 0.0 10.5 9.4 8.2 13.8 16.1 0.0 Incr Delay (d2), s/veh 0.1 1.9 0.1 0.4 0.6 0.0 0.5 0.3 0.1 0.2 1.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 3.7 0.3 1.4 2.5 0.0 1.3 3.2 0.8 0.7 5.1 0.0 LnGrp Delay(d),s/veh 14.1 20.3 16.2 13.6 17.0 0.0 10.9 9.7 8.2 13.9 17.8 0.0 LnGrp LOS B C B B B BAABB Approach Vol, veh/h 350 328 570 455 Approach Delay, s/veh 18.9 15.7 9.8 17.2 Approach LOS BBAB Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 8.2 19.7 8.1 15.6 27.9 6.4 17.2 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 11.5 4.7 8.7 8.1 3.4 6.7 Green Ext Time (p_c), s 0.2 2.7 0.1 1.4 3.2 0.1 1.4 Intersection Summary HCM 2010 Ctrl Delay 14.8 HCM 2010 LOS B Timing Report, Sorted By Phase Recent AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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 10/23/2018 Synchro 9 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) 64 264 164 128 200 26 145 333 261 68 387 99 v/c Ratio 0.12 0.55 0.31 0.28 0.35 0.05 0.33 0.40 0.30 0.21 0.66 0.17 Control Delay 13.9 30.0 6.3 15.3 24.4 0.1 13.9 15.1 3.0 23.5 30.0 3.2 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 13.9 30.0 6.3 15.3 24.4 0.1 13.9 15.1 3.0 23.5 30.0 3.2 Queue Length 50th (ft) 16 107 0 34 75 0 34 92 0 23 154 0 Queue Length 95th (ft) 39 182 38 68 137 0 74 169 33 58 267 17 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 582 804 776 500 804 756 478 1156 1081 449 804 756 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.11 0.33 0.21 0.26 0.25 0.03 0.30 0.29 0.24 0.15 0.48 0.13 Intersection Summary HCM 2010 Signalized Intersection Summary Recent PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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) 56 140 150 232 197 56 109 369 147 26 358 25 Future Volume (veh/h) 56 140 150 232 197 56 109 369 147 26 358 25 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 60 151 16 249 212 0 117 397 91 28 385 0 Adj No. of Lanes 111111111111 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 245 223 190 314 325 276 619 1208 1027 576 1045 888 Arrive On Green 0.05 0.12 0.12 0.11 0.17 0.00 0.06 0.65 0.65 0.56 0.56 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 904 1863 1583 Grp Volume(v), veh/h 60 151 16 249 212 0 117 397 91 28 385 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 904 1863 1583 Q Serve(g_s), s 2.8 7.4 0.9 10.0 10.1 0.0 2.4 9.0 2.0 1.4 10.9 0.0 Cycle Q Clear(g_c), s 2.8 7.4 0.9 10.0 10.1 0.0 2.4 9.0 2.0 2.1 10.9 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 245 223 190 314 325 276 619 1208 1027 576 1045 888 V/C Ratio(X) 0.24 0.68 0.08 0.79 0.65 0.00 0.19 0.33 0.09 0.05 0.37 0.00 Avail Cap(c_a), veh/h 305 480 408 314 520 442 688 1208 1027 576 1045 888 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.0 40.0 37.2 33.3 36.5 0.0 7.6 7.5 6.2 9.8 11.5 0.0 Incr Delay (d2), s/veh 0.5 3.6 0.2 13.1 2.2 0.0 0.1 0.7 0.2 0.2 1.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 4.0 0.4 2.8 5.4 0.0 1.2 4.9 0.9 0.4 5.9 0.0 LnGrp Delay(d),s/veh 34.5 43.6 37.4 46.4 38.7 0.0 7.8 8.2 6.4 9.9 12.5 0.0 LnGrp LOS CDDDD AAAAB Approach Vol, veh/h 227 461 605 413 Approach Delay, s/veh 40.7 42.9 7.8 12.4 Approach LOS D D A B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 8.3 57.8 13.0 15.9 66.1 7.8 21.1 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.5 4.0 5.5 Max Green Setting (Gmax), s 8.0 35.5 9.0 23.5 47.5 7.0 25.5 Max Q Clear Time (g_c+I1), s 4.4 12.9 12.0 9.4 11.0 4.8 12.1 Green Ext Time (p_c), s 0.1 3.1 0.0 1.0 3.3 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 22.8 HCM 2010 LOS C Timing Report, Sorted By Phase Recent PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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) 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) 93 10 51 64 93 51 62 End Time (s) 10 51 64 93 51 62 93 Yield/Force Off (s) 6 45.5 60 87.5 45.5 58 87.5 Yield/Force Off 170(s) 6 33.5 60 77.5 31.5 58 73.5 Local Start Time (s) 42 54 0 13 42 0 11 Local Yield (s) 50 89.5 9 36.5 89.5 7 36.5 Local Yield 170(s) 50 77.5 9 26.5 75.5 7 22.5 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 10/23/2018 Synchro 9 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) 60 151 161 249 212 60 117 397 158 28 385 27 v/c Ratio 0.19 0.52 0.42 0.70 0.56 0.14 0.21 0.35 0.15 0.06 0.43 0.03 Control Delay 23.3 42.0 8.9 37.5 40.5 0.7 9.0 11.0 2.0 16.3 19.4 0.1 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 23.3 42.0 8.9 37.5 40.5 0.7 9.0 11.0 2.0 16.3 19.4 0.1 Queue Length 50th (ft) 26 84 0 120 119 0 26 109 0 9 145 0 Queue Length 95th (ft) 50 136 50 174 180 1 56 193 27 29 263 0 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 322 480 527 354 519 528 571 1138 1028 475 899 826 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.19 0.31 0.31 0.70 0.41 0.11 0.20 0.35 0.15 0.06 0.43 0.03 Intersection Summary HCM 2010 TWSC Recent AM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 1 0 0 0 351 1 0 462 0 Future Vol, veh/h 0 0 0 1 0 0 0 351 1 0 462 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 1 0 0 0 377 1 0 497 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 875 875 497 875 875 378 497 0 0 378 0 0 Stage 1 497 497 - 378 378 - - - - - - - Stage 2 378 378 - 497 497 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 270 288 573 270 288 669 1067 - - 1180 - - Stage 1 555 545 - 644 615 - - - - - - - Stage 2 644 615 - 555 545 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 270 288 573 270 288 669 1067 - - 1180 - - Mov Cap-2 Maneuver 270 288 - 270 288 - - - - - - - Stage 1 555 545 - 644 615 - - - - - - - Stage 2 644 615 - 555 545 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 18.4 0 0 HCM LOS A C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1067 - - - 270 1180 - - HCM Lane V/C Ratio ---- 0.004 - - - HCM Control Delay (s) 0 - - 0 18.4 0 - - HCM Lane LOS A - - A C A - - HCM 95th %tile Q(veh) 0 - - - 0 0 - - HCM 2010 TWSC Recent PM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 0 0 1 0 468 2 0 404 0 Future Vol, veh/h 0 0 0 0 0 1 0 468 2 0 404 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 1 0 520 2 0 449 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 971 971 449 970 970 521 449 0 0 522 0 0 Stage 1 449 449 - 521 521 - - - - - - - Stage 2 522 522 - 449 449 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 232 253 610 233 253 555 1111 - - 1044 - - Stage 1 589 572 - 539 532 - - - - - - - Stage 2 538 531 - 589 572 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 232 253 610 233 253 555 1111 - - 1044 - - Mov Cap-2 Maneuver 232 253 - 233 253 - - - - - - - Stage 1 589 572 - 539 532 - - - - - - - Stage 2 537 531 - 589 572 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 11.5 0 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1111 - - - 555 1044 - - HCM Lane V/C Ratio ---- 0.002 - - - HCM Control Delay (s) 0 - - 0 11.5 0 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0 - - - 0 0 - - HCM 2010 TWSC Recent AM 6: Impala & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 3.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 260 31 167 185 7 112 Future Vol, veh/h 260 31 167 185 7 112 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 306 36 196 218 8 132 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 342 0 935 324 Stage 1 - - - - 324 - Stage 2 - - - - 611 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1217 - 295 717 Stage 1 - - - - 733 - Stage 2 - - - - 542 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1217 - 247 717 Mov Cap-2 Maneuver - - - - 247 - Stage 1 - - - - 733 - Stage 2 - - - - 455 - Approach EB WB NB HCM Control Delay, s 0 4 11.6 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 247 717 - - 1217 - HCM Lane V/C Ratio 0.033 0.184 - - 0.161 - HCM Control Delay (s) 20.1 11.1 - - 8.5 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.7 - - 0.6 - HCM 2010 TWSC Recent PM 6: Impala & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 244 10 54 222 7 77 Future Vol, veh/h 244 10 54 222 7 77 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 277 11 61 252 8 88 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 289 0 658 283 Stage 1 - - - - 283 - Stage 2 - - - - 375 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1273 - 429 756 Stage 1 - - - - 765 - Stage 2 - - - - 695 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1273 - 408 756 Mov Cap-2 Maneuver - - - - 408 - Stage 1 - - - - 765 - Stage 2 - - - - 662 - Approach EB WB NB HCM Control Delay, s 0 1.6 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 408 756 - - 1273 - HCM Lane V/C Ratio 0.019 0.116 - - 0.048 - HCM Control Delay (s) 14 10.4 - - 8 - HCM Lane LOS B B - - A - HCM 95th %tile Q(veh) 0.1 0.4 - - 0.2 - HCM 2010 TWSC Recent AM 8: Stephens & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 222 10 18 139 10 12 0 29 35 1 12 Future Vol, veh/h 3 222 10 18 139 10 12 0 29 35 1 12 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 261 12 21 164 12 14 0 34 41 1 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 175 0 0 273 0 0 493 492 267 503 492 169 Stage 1 - - - - - - 274 274 - 212 212 - Stage 2 - - - - - - 219 218 - 291 280 - 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 1401 - - 1290 - - 486 478 772 479 478 875 Stage 1 - - - - - - 732 683 - 790 727 - Stage 2 - - - - - - 783 723 - 717 679 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1401 - - 1290 - - 470 468 772 451 468 875 Mov Cap-2 Maneuver - - - - - - 470 468 - 451 468 - Stage 1 - - - - - - 730 681 - 788 714 - Stage 2 - - - - - - 755 710 - 683 677 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.8 11 12.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 650 1401 - - 1290 - - 514 HCM Lane V/C Ratio 0.074 0.003 - - 0.016 - - 0.11 HCM Control Delay (s) 11 7.6 0 - 7.8 0 - 12.9 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.4 HCM 2010 TWSC Recent PM 8: Stephens & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 180 5 25 193 1 12 0 48 1 0 1 Future Vol, veh/h 0 180 5 25 193 1 12 0 48 1 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 200 6 28 214 1 13 0 53 1 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 216 0 0 206 0 0 474 474 203 500 477 215 Stage 1 - - - - - - 203 203 - 271 271 - Stage 2 - - - - - - 271 271 - 229 206 - 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 1354 - - 1365 - - 501 489 838 481 487 825 Stage 1 - - - - - - 799 733 - 735 685 - Stage 2 - - - - - - 735 685 - 774 731 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1354 - - 1365 - - 492 478 838 442 476 825 Mov Cap-2 Maneuver - - - - - - 492 478 - 442 476 - Stage 1 - - - - - - 799 733 - 735 669 - Stage 2 - - - - - - 717 669 - 725 731 - Approach EB WB NB SB HCM Control Delay, s 0 0.9 10.4 11.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 735 1354 - - 1365 - - 576 HCM Lane V/C Ratio 0.091 - - - 0.02 - - 0.004 HCM Control Delay (s) 10.4 0 - - 7.7 0 - 11.3 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 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 4-3 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 2010 Signalized Intersection Summary Short Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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) 60 247 153 120 188 24 136 312 245 64 363 93 Future Volume (veh/h) 60 247 153 120 188 24 136 312 245 64 363 93 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 71 291 21 141 221 0 160 367 115 75 427 3 Adj No. of Lanes 111111111111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 427 415 353 391 484 411 408 865 735 407 575 488 Arrive On Green 0.06 0.22 0.22 0.10 0.26 0.00 0.10 0.46 0.46 0.31 0.31 0.31 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 909 1863 1583 Grp Volume(v), veh/h 71 291 21 141 221 0 160 367 115 75 427 3 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 909 1863 1583 Q Serve(g_s), s 1.7 8.2 0.6 3.2 5.7 0.0 3.1 7.5 2.4 3.5 11.7 0.1 Cycle Q Clear(g_c), s 1.7 8.2 0.6 3.2 5.7 0.0 3.1 7.5 2.4 3.5 11.7 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 427 415 353 391 484 411 408 865 735 407 575 488 V/C Ratio(X) 0.17 0.70 0.06 0.36 0.46 0.00 0.39 0.42 0.16 0.18 0.74 0.01 Avail Cap(c_a), veh/h 654 834 709 553 834 709 567 1292 1098 534 834 709 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.2 20.4 17.4 14.2 17.7 0.0 11.6 10.2 8.8 14.8 17.7 13.6 Incr Delay (d2), s/veh 0.2 2.2 0.1 0.6 0.7 0.0 0.6 0.3 0.1 0.2 2.1 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 0.8 4.5 0.3 1.6 3.0 0.0 1.6 3.9 1.1 0.9 6.3 0.0 LnGrp Delay(d),s/veh 15.3 22.5 17.5 14.7 18.4 0.0 12.2 10.5 8.9 15.1 19.8 13.6 LnGrp LOS B C B B B BBABBB Approach Vol, veh/h 383 362 642 505 Approach Delay, s/veh 20.9 17.0 10.6 19.0 Approach LOS C B B B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 8.9 22.1 8.8 17.2 30.9 6.7 19.3 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 5.1 13.7 5.2 10.2 9.5 3.7 7.7 Green Ext Time (p_c), s 0.2 2.9 0.2 1.5 3.7 0.1 1.6 Intersection Summary HCM 2010 Ctrl Delay 16.2 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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 10/23/2018 Synchro 9 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) 71 291 180 141 221 28 160 367 288 75 427 109 v/c Ratio 0.16 0.63 0.34 0.34 0.45 0.05 0.40 0.41 0.31 0.24 0.75 0.19 Control Delay 14.4 32.8 6.1 16.4 27.5 0.2 15.3 15.7 2.9 24.8 35.0 4.2 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 14.4 32.8 6.1 16.4 27.5 0.2 15.3 15.7 2.9 24.8 35.0 4.2 Queue Length 50th (ft) 20 131 0 42 92 0 41 111 0 27 186 0 Queue Length 95th (ft) 42 200 39 74 150 0 82 193 35 64 #310 23 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 511 691 700 443 693 670 428 1071 1032 375 691 669 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.14 0.42 0.26 0.32 0.32 0.04 0.37 0.34 0.28 0.20 0.62 0.16 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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) 62 155 165 256 218 62 120 407 162 29 395 28 Future Volume (veh/h) 62 155 165 256 218 62 120 407 162 29 395 28 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 67 167 19 275 234 0 129 438 99 31 425 0 Adj No. of Lanes 111111111111 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 243 241 204 314 335 284 579 1191 1012 533 1020 867 Arrive On Green 0.05 0.13 0.13 0.11 0.18 0.00 0.06 0.64 0.64 0.55 0.55 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 864 1863 1583 Grp Volume(v), veh/h 67 167 19 275 234 0 129 438 99 31 425 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 864 1863 1583 Q Serve(g_s), s 3.0 8.1 1.0 10.0 11.2 0.0 2.8 10.5 2.3 1.7 12.7 0.0 Cycle Q Clear(g_c), s 3.0 8.1 1.0 10.0 11.2 0.0 2.8 10.5 2.3 3.5 12.7 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 243 241 204 314 335 284 579 1191 1012 533 1020 867 V/C Ratio(X) 0.28 0.69 0.09 0.88 0.70 0.00 0.22 0.37 0.10 0.06 0.42 0.00 Avail Cap(c_a), veh/h 296 480 408 314 520 442 641 1191 1012 533 1020 867 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.1 39.6 36.5 34.0 36.6 0.0 8.4 8.1 6.6 11.0 12.6 0.0 Incr Delay (d2), s/veh 0.6 3.6 0.2 22.9 2.7 0.0 0.2 0.9 0.2 0.2 1.3 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 1.5 4.4 0.4 4.3 6.0 0.0 1.4 5.6 1.1 0.4 6.8 0.0 LnGrp Delay(d),s/veh 33.7 43.2 36.7 57.0 39.2 0.0 8.6 9.0 6.8 11.2 13.8 0.0 LnGrp LOS C D D E D AAABB Approach Vol, veh/h 253 509 666 456 Approach Delay, s/veh 40.2 48.8 8.6 13.7 Approach LOS D D A B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 8.7 56.5 13.0 16.8 65.2 8.2 21.6 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.5 4.0 5.5 Max Green Setting (Gmax), s 8.0 35.5 9.0 23.5 47.5 7.0 25.5 Max Q Clear Time (g_c+I1), s 4.8 14.7 12.0 10.1 12.5 5.0 13.2 Green Ext Time (p_c), s 0.1 3.5 0.0 1.1 3.7 0.0 1.1 Intersection Summary HCM 2010 Ctrl Delay 24.9 HCM 2010 LOS C Timing Report, Sorted By Phase Short Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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) 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) 93 10 51 64 93 51 62 End Time (s) 10 51 64 93 51 62 93 Yield/Force Off (s) 6 45.5 60 87.5 45.5 58 87.5 Yield/Force Off 170(s) 6 33.5 60 77.5 31.5 58 73.5 Local Start Time (s) 42 54 0 13 42 0 11 Local Yield (s) 50 89.5 9 36.5 89.5 7 36.5 Local Yield 170(s) 50 77.5 9 26.5 75.5 7 22.5 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 10/23/2018 Synchro 9 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) 67 167 177 275 234 67 129 438 174 31 425 30 v/c Ratio 0.21 0.53 0.43 0.77 0.59 0.16 0.25 0.39 0.17 0.07 0.49 0.04 Control Delay 22.9 41.3 8.3 41.4 40.3 1.6 9.9 12.1 2.1 17.2 21.3 0.1 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 41.3 8.3 41.4 40.3 1.6 9.9 12.1 2.1 17.2 21.3 0.1 Queue Length 50th (ft) 28 93 0 132 132 0 30 128 0 10 170 0 Queue Length 95th (ft) 53 145 52 187 194 6 64 226 29 31 300 0 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 319 480 539 356 519 528 523 1116 1018 444 875 807 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.21 0.35 0.33 0.77 0.45 0.13 0.25 0.39 0.17 0.07 0.49 0.04 Intersection Summary HCM 2010 TWSC Short Bkgrd AM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 1 0 0 0 388 1 0 512 0 Future Vol, veh/h 0 0 0 1 0 0 0 388 1 0 512 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 1 0 0 0 417 1 0 551 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 969 969 551 969 969 418 551 0 0 418 0 0 Stage 1 551 551 - 418 418 - - - - - - - Stage 2 418 418 - 551 551 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 233 254 534 233 254 635 1019 - - 1141 - - Stage 1 519 515 - 612 591 - - - - - - - Stage 2 612 591 - 519 515 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 233 254 534 233 254 635 1019 - - 1141 - - Mov Cap-2 Maneuver 233 254 - 233 254 - - - - - - - Stage 1 519 515 - 612 591 - - - - - - - Stage 2 612 591 - 519 515 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 20.5 0 0 HCM LOS A C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1019 - - - 233 1141 - - HCM Lane V/C Ratio ---- 0.005 - - - HCM Control Delay (s) 0 - - 0 20.5 0 - - HCM Lane LOS A - - A C A - - HCM 95th %tile Q(veh) 0 - - - 0 0 - - HCM 2010 TWSC Short Bkgrd PM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 0 0 1 0 518 2 0 447 0 Future Vol, veh/h 0 0 0 0 0 1 0 518 2 0 447 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 1 0 576 2 0 497 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1074 1075 497 1074 1074 577 497 0 0 578 0 0 Stage 1 497 497 - 577 577 - - - - - - - Stage 2 577 578 - 497 497 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 198 220 573 198 220 516 1067 - - 996 - - Stage 1 555 545 - 502 502 - - - - - - - Stage 2 502 501 - 555 545 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 198 220 573 198 220 516 1067 - - 996 - - Mov Cap-2 Maneuver 198 220 - 198 220 - - - - - - - Stage 1 555 545 - 502 502 - - - - - - - Stage 2 501 501 - 555 545 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 12 0 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1067 - - - 516 996 - - HCM Lane V/C Ratio ---- 0.002 - - - HCM Control Delay (s) 0 - - 0 12 0 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0 - - - 0 0 - - HCM 2010 TWSC Short Bkgrd AM 6: Impala & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 3.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 290 34 186 206 8 125 Future Vol, veh/h 290 34 186 206 8 125 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 341 40 219 242 9 147 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 381 0 1041 361 Stage 1 - - - - 361 - Stage 2 - - - - 680 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1177 - 255 684 Stage 1 - - - - 705 - Stage 2 - - - - 503 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1177 - 208 684 Mov Cap-2 Maneuver - - - - 208 - Stage 1 - - - - 705 - Stage 2 - - - - 409 - Approach EB WB NB HCM Control Delay, s 0 4.2 12.4 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 208 684 - - 1177 - HCM Lane V/C Ratio 0.045 0.215 - - 0.186 - HCM Control Delay (s) 23.1 11.7 - - 8.8 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.8 - - 0.7 - HCM 2010 TWSC Short Bkgrd PM 6: Impala & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 271 11 61 250 8 86 Future Vol, veh/h 271 11 61 250 8 86 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 308 13 69 284 9 98 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 320 0 737 314 Stage 1 - - - - 314 - Stage 2 - - - - 423 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1240 - 386 726 Stage 1 - - - - 741 - Stage 2 - - - - 661 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1240 - 365 726 Mov Cap-2 Maneuver - - - - 365 - Stage 1 - - - - 741 - Stage 2 - - - - 624 - Approach EB WB NB HCM Control Delay, s 0 1.6 11.1 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 365 726 - - 1240 - HCM Lane V/C Ratio 0.025 0.135 - - 0.056 - HCM Control Delay (s) 15.1 10.7 - - 8.1 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.5 - - 0.2 - HCM 2010 TWSC Short Bkgrd AM 8: Stephens & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 248 11 21 157 11 13 0 32 39 1 13 Future Vol, veh/h 3 248 11 21 157 11 13 0 32 39 1 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 292 13 25 185 13 15 0 38 46 1 15 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 198 0 0 305 0 0 554 552 298 565 553 191 Stage 1 - - - - - - 305 305 - 241 241 - Stage 2 - - - - - - 249 247 - 324 312 - 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 1375 - - 1256 - - 443 442 741 436 441 851 Stage 1 - - - - - - 705 662 - 762 706 - Stage 2 - - - - - - 755 702 - 688 658 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1375 - - 1256 - - 426 431 741 406 430 851 Mov Cap-2 Maneuver - - - - - - 426 431 - 406 430 - Stage 1 - - - - - - 702 659 - 759 690 - Stage 2 - - - - - - 724 687 - 650 655 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.9 11.5 13.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 611 1375 - - 1256 - - 466 HCM Lane V/C Ratio 0.087 0.003 - - 0.02 - - 0.134 HCM Control Delay (s) 11.5 7.6 0 - 7.9 0 - 13.9 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.5 HCM 2010 TWSC Short Bkgrd PM 8: Stephens & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 202 5 28 219 1 13 0 54 1 0 1 Future Vol, veh/h 0 202 5 28 219 1 13 0 54 1 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 224 6 31 243 1 14 0 60 1 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 244 0 0 230 0 0 534 534 227 563 536 244 Stage 1 - - - - - - 227 227 - 306 306 - Stage 2 - - - - - - 307 307 - 257 230 - 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 1322 - - 1338 - - 457 452 812 437 451 795 Stage 1 - - - - - - 776 716 - 704 662 - Stage 2 - - - - - - 703 661 - 748 714 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1322 - - 1338 - - 447 440 812 396 439 795 Mov Cap-2 Maneuver - - - - - - 447 440 - 396 439 - Stage 1 - - - - - - 776 716 - 704 644 - Stage 2 - - - - - - 683 643 - 693 714 - Approach EB WB NB SB HCM Control Delay, s 0 0.9 10.7 11.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 701 1322 - - 1338 - - 529 HCM Lane V/C Ratio 0.106 - - - 0.023 - - 0.004 HCM Control Delay (s) 10.7 0 - - 7.8 0 - 11.8 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 0 APPENDIX E HCM 2010 Signalized Intersection Summary Long Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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) 85 330 195 170 245 35 185 425 345 85 450 130 Future Volume (veh/h) 85 330 195 170 245 35 185 425 345 85 450 130 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 89 347 43 179 258 0 195 447 126 89 474 36 Adj No. of Lanes 111111111111 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 417 450 383 371 530 451 376 659 560 361 589 501 Arrive On Green 0.07 0.24 0.24 0.11 0.28 0.00 0.11 0.35 0.35 0.07 0.32 0.32 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 89 347 43 179 258 0 195 447 126 89 474 36 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 2.5 11.9 1.5 4.8 7.9 0.0 4.7 14.0 3.8 2.2 16.0 1.1 Cycle Q Clear(g_c), s 2.5 11.9 1.5 4.8 7.9 0.0 4.7 14.0 3.8 2.2 16.0 1.1 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 417 450 383 371 530 451 376 659 560 361 589 501 V/C Ratio(X) 0.21 0.77 0.11 0.48 0.49 0.00 0.52 0.68 0.22 0.25 0.80 0.07 Avail Cap(c_a), veh/h 578 691 588 456 691 588 462 854 726 411 745 634 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.4 24.3 20.3 16.3 20.4 0.0 14.5 18.9 15.6 14.5 21.5 16.4 Incr Delay (d2), s/veh 0.3 2.9 0.1 1.0 0.7 0.0 1.1 1.4 0.2 0.4 5.1 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 1.2 6.4 0.6 2.4 4.1 0.0 2.3 7.5 1.7 1.1 9.0 0.5 LnGrp Delay(d),s/veh 17.6 27.1 20.4 17.3 21.1 0.0 15.6 20.3 15.8 14.9 26.6 16.5 LnGrp LOS B C C B C B C B B C B Approach Vol, veh/h 479 437 768 599 Approach Delay, s/veh 24.8 19.5 18.4 24.3 Approach LOS C B B C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.7 26.2 10.7 21.1 8.1 28.8 7.7 24.1 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 4.0 5.5 4.0 5.5 Max Green Setting (Gmax), s 10.0 26.5 10.0 24.5 6.0 30.5 10.0 24.5 Max Q Clear Time (g_c+I1), s 6.7 18.0 6.8 13.9 4.2 16.0 4.5 9.9 Green Ext Time (p_c), s 0.2 2.7 0.2 1.7 0.0 3.4 0.1 1.9 Intersection Summary HCM 2010 Ctrl Delay 21.5 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None Min None None None Min None None Maximum Split (s) 14 32 14 30 10 36 14 30 Maximum Split (%) 15.6% 35.6% 15.6% 33.3% 11.1% 40.0% 15.6% 33.3% Minimum Split (s) 11 28.5 11 28.5 9.5 28.5 11 28 Yellow Time (s) 34343434 All-Red Time (s) 1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s) 47475747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 14 46 60 0 10 46 60 End Time (s) 14 46 60 0 10 46 60 0 Yield/Force Off (s) 10 40.5 56 84.5 6 40.5 56 84.5 Yield/Force Off 170(s) 10 40.5 56 74.5 6 40.5 56 70.5 Local Start Time (s) 76 0 32 46 76 86 32 46 Local Yield (s) 86 26.5 42 70.5 82 26.5 42 70.5 Local Yield 170(s) 86 26.5 42 60.5 82 26.5 42 56.5 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinated Natural Cycle 80 Splits and Phases: 3: Taft Hill & Laporte Queues Long Bkgrd AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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) 89 347 205 179 258 37 195 447 363 89 474 137 v/c Ratio 0.19 0.73 0.37 0.49 0.46 0.07 0.58 0.64 0.44 0.25 0.84 0.24 Control Delay 15.4 38.5 6.0 19.7 28.4 0.2 20.4 28.0 4.3 14.5 42.4 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 15.4 38.5 6.0 19.7 28.4 0.2 20.4 28.0 4.3 14.5 42.4 5.6 Queue Length 50th (ft) 28 173 0 59 118 0 57 200 0 24 234 0 Queue Length 95th (ft) 55 268 50 102 196 0 106 323 57 53 #414 40 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 515 599 648 384 603 598 352 740 848 364 646 638 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.17 0.58 0.32 0.47 0.43 0.06 0.55 0.60 0.43 0.24 0.73 0.21 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Long Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 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) 85 205 220 325 290 80 165 525 225 35 515 40 Future Volume (veh/h) 85 205 220 325 290 80 165 525 225 35 515 40 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 89 216 36 342 305 0 174 553 118 37 542 0 Adj No. of Lanes 111111111111 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 279 298 253 372 420 357 427 923 784 375 856 728 Arrive On Green 0.07 0.16 0.16 0.13 0.23 0.00 0.08 0.50 0.50 0.04 0.46 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 89 216 36 342 305 0 174 553 118 37 542 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 3.7 9.9 1.8 12.0 13.6 0.0 4.3 19.2 3.7 1.0 20.0 0.0 Cycle Q Clear(g_c), s 3.7 9.9 1.8 12.0 13.6 0.0 4.3 19.2 3.7 1.0 20.0 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 279 298 253 372 420 357 427 923 784 375 856 728 V/C Ratio(X) 0.32 0.72 0.14 0.92 0.73 0.00 0.41 0.60 0.15 0.10 0.63 0.00 Avail Cap(c_a), veh/h 317 507 431 372 590 501 442 923 784 434 856 728 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.6 35.9 32.5 29.1 32.3 0.0 12.9 16.3 12.4 12.8 18.5 0.0 Incr Delay (d2), s/veh 0.7 3.4 0.3 27.2 2.7 0.0 0.6 2.9 0.4 0.1 3.6 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 1.8 5.4 0.8 5.4 7.3 0.0 2.1 10.6 1.7 0.5 11.1 0.0 LnGrp Delay(d),s/veh 29.3 39.3 32.7 56.4 34.9 0.0 13.5 19.2 12.8 12.9 22.1 0.0 LnGrp LOS C D C E C BBBBC Approach Vol, veh/h 341 647 845 579 Approach Delay, s/veh 36.0 46.3 17.1 21.5 Approach LOS D D B C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.2 45.9 15.0 18.9 7.0 49.1 9.1 24.8 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 4.0 5.5 4.0 5.5 Max Green Setting (Gmax), s 7.0 29.5 11.0 23.5 6.0 30.5 7.0 27.5 Max Q Clear Time (g_c+I1), s 6.3 22.0 14.0 11.9 3.0 21.2 5.7 15.6 Green Ext Time (p_c), s 0.0 2.9 0.0 1.5 0.0 3.3 0.0 1.5 Intersection Summary HCM 2010 Ctrl Delay 28.7 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/23/2018 Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 35 15 29 10 36 11 33 Maximum Split (%) 12.2% 38.9% 16.7% 32.2% 11.1% 40.0% 12.2% 36.7% Minimum Split (s) 11 28.5 11 28.5 9.5 28.5 11 28 Yellow Time (s) 34343434 All-Red Time (s) 1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s) 47475747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 5 16 51 66 5 15 51 62 End Time (s) 16 51 66 5 15 51 62 5 Yield/Force Off (s) 12 45.5 62 89.5 11 45.5 58 89.5 Yield/Force Off 170(s) 12 33.5 62 79.5 11 31.5 58 75.5 Local Start Time (s) 44 55 0 15 44 54 0 11 Local Yield (s) 51 84.5 11 38.5 50 84.5 7 38.5 Local Yield 170(s) 51 72.5 11 28.5 50 70.5 7 24.5 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (57%), 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 10/23/2018 Synchro 9 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) 89 216 232 342 305 84 174 553 237 37 542 42 v/c Ratio 0.27 0.61 0.48 0.85 0.63 0.17 0.49 0.63 0.28 0.10 0.73 0.06 Control Delay 19.7 40.2 7.4 42.4 36.2 2.4 15.6 25.1 5.0 11.4 32.2 0.1 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 19.7 40.2 7.4 42.4 36.2 2.4 15.6 25.1 5.0 11.4 32.2 0.1 Queue Length 50th (ft) 33 114 0 149 160 0 45 247 8 9 261 0 Queue Length 95th (ft) 57 170 54 #224 225 14 92 #469 59 26 #467 0 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 332 507 599 403 589 588 358 879 858 372 739 704 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.27 0.43 0.39 0.85 0.52 0.14 0.49 0.63 0.28 0.10 0.73 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Long Bkgrd AM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 5 0 0 0 535 5 0 650 0 Future Vol, veh/h 0 0 0 5 0 0 0 535 5 0 650 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 100 - - 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 5 0 0 0 563 5 0 684 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1250 1252 684 1250 1250 566 684 0 0 568 0 0 Stage 1 684 684 - 566 566 - - - - - - - Stage 2 566 568 - 684 684 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 150 172 449 150 173 524 909 - - 1004 - - Stage 1 439 449 - 509 507 - - - - - - - Stage 2 509 506 - 439 449 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 150 172 449 150 173 524 909 - - 1004 - - Mov Cap-2 Maneuver 150 172 - 150 173 - - - - - - - Stage 1 439 449 - 509 507 - - - - - - - Stage 2 509 506 - 439 449 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 29.9 0 0 HCM LOS A D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 909 - - - 150 1004 - - HCM Lane V/C Ratio ---- 0.035 - - - HCM Control Delay (s) 0 - - 0 29.9 0 - - HCM Lane LOS A - - A D A - - HCM 95th %tile Q(veh) 0 - - - 0.1 0 - - HCM 2010 TWSC Long Bkgrd PM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 0 0 5 0 675 5 0 585 0 Future Vol, veh/h 0 0 0 0 0 5 0 675 5 0 585 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 100 - - 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 5 0 711 5 0 616 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1332 1332 616 1329 1329 713 616 0 0 716 0 0 Stage 1 616 616 - 713 713 - - - - - - - Stage 2 716 716 - 616 616 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 131 154 491 132 155 432 964 - - 885 - - Stage 1 478 482 - 423 435 - - - - - - - Stage 2 421 434 - 478 482 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 129 154 491 132 155 432 964 - - 885 - - Mov Cap-2 Maneuver 129 154 - 132 155 - - - - - - - Stage 1 478 482 - 423 435 - - - - - - - Stage 2 416 434 - 478 482 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 0 13.4 0 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 964 - - - 432 885 - - HCM Lane V/C Ratio ---- 0.012 - - - HCM Control Delay (s) 0 - - 0 13.4 0 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0 - - - 0 0 - - HCM 2010 TWSC Long Bkgrd AM 6: Impala & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 4.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 400 45 250 285 10 165 Future Vol, veh/h 400 45 250 285 10 165 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 421 47 263 300 11 174 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 468 0 1271 445 Stage 1 - - - - 445 - Stage 2 - - - - 826 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1094 - 185 613 Stage 1 - - - - 646 - Stage 2 - - - - 430 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1094 - 141 613 Mov Cap-2 Maneuver - - - - 141 - Stage 1 - - - - 646 - Stage 2 - - - - 327 - Approach EB WB NB HCM Control Delay, s 0 4.4 14.3 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 141 613 - - 1094 - HCM Lane V/C Ratio 0.075 0.283 - - 0.241 - HCM Control Delay (s) 32.6 13.2 - - 9.3 - HCM Lane LOS D B - - A - HCM 95th %tile Q(veh) 0.2 1.2 - - 0.9 - HCM 2010 TWSC Long Bkgrd PM 6: Impala & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 370 15 85 355 10 115 Future Vol, veh/h 370 15 85 355 10 115 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 389 16 89 374 11 121 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 405 0 950 397 Stage 1 - - - - 397 - Stage 2 - - - - 553 - Critical Hdwy - - 4.12 - 7.12 6.22 Critical Hdwy Stg 1 - - - - 6.12 - Critical Hdwy Stg 2 - - - - 6.12 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1154 - 240 652 Stage 1 - - - - 629 - Stage 2 - - - - 517 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1154 - 226 652 Mov Cap-2 Maneuver - - - - 226 - Stage 1 - - - - 629 - Stage 2 - - - - 477 - Approach EB WB NB HCM Control Delay, s 0 1.6 12.6 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 226 652 - - 1154 - HCM Lane V/C Ratio 0.047 0.186 - - 0.078 - HCM Control Delay (s) 21.7 11.8 - - 8.4 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.7 - - 0.3 - HCM 2010 TWSC Long Bkgrd AM 8: Stephens & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 365 10 25 230 15 15 0 35 40 1 15 Future Vol, veh/h 5 365 10 25 230 15 15 0 35 40 1 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 384 11 26 242 16 16 0 37 42 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 258 0 0 395 0 0 711 711 389 721 708 250 Stage 1 - - - - - - 400 400 - 303 303 - Stage 2 - - - - - - 311 311 - 418 405 - 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 1307 - - 1164 - - 348 358 659 343 360 789 Stage 1 - - - - - - 626 602 - 706 664 - Stage 2 - - - - - - 699 658 - 612 598 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1307 - - 1164 - - 333 349 659 317 351 789 Mov Cap-2 Maneuver - - - - - - 333 349 - 317 351 - Stage 1 - - - - - - 624 600 - 703 649 - Stage 2 - - - - - - 669 643 - 576 596 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.8 12.9 16.3 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 509 1307 - - 1164 - - 378 HCM Lane V/C Ratio 0.103 0.004 - - 0.023 - - 0.156 HCM Control Delay (s) 12.9 7.8 - - 8.2 - - 16.3 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.5 HCM 2010 TWSC Long Bkgrd PM 8: Stephens & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lb 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 0 305 5 30 325 1 15 0 55 1 0 1 Future Vol, veh/h 0 305 5 30 325 1 15 0 55 1 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 321 5 32 342 1 16 0 58 1 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 343 0 0 326 0 0 730 730 324 759 732 343 Stage 1 - - - - - - 324 324 - 406 406 - Stage 2 - - - - - - 406 406 - 353 326 - 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 1216 - - 1234 - - 338 349 717 323 348 700 Stage 1 - - - - - - 688 650 - 622 598 - Stage 2 - - - - - - 622 598 - 664 648 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1216 - - 1234 - - 331 340 717 291 339 700 Mov Cap-2 Maneuver - - - - - - 331 340 - 291 339 - Stage 1 - - - - - - 688 650 - 622 582 - Stage 2 - - - - - - 605 582 - 610 648 - Approach EB WB NB SB HCM Control Delay, s 0 0.7 12.2 13.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 574 1216 - - 1234 - - 411 HCM Lane V/C Ratio 0.128 - - - 0.026 - - 0.005 HCM Control Delay (s) 12.2 0 - - 8 - - 13.8 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 0 APPENDIX F HCM 2010 Signalized Intersection Summary Short Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 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) 61 262 171 120 193 33 142 321 245 97 394 93 Future Volume (veh/h) 61 262 171 120 193 33 142 321 245 97 394 93 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 72 308 21 141 227 0 167 378 108 114 464 2 Adj No. of Lanes 111111111111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 417 425 361 374 493 419 391 884 751 410 599 509 Arrive On Green 0.06 0.23 0.23 0.10 0.26 0.00 0.10 0.47 0.47 0.32 0.32 0.32 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 906 1863 1583 Grp Volume(v), veh/h 72 308 21 141 227 0 167 378 108 114 464 2 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 906 1863 1583 Q Serve(g_s), s 1.8 9.3 0.6 3.4 6.2 0.0 3.4 8.1 2.3 5.9 13.6 0.1 Cycle Q Clear(g_c), s 1.8 9.3 0.6 3.4 6.2 0.0 3.4 8.1 2.3 5.9 13.6 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 417 425 361 374 493 419 391 884 751 410 599 509 V/C Ratio(X) 0.17 0.73 0.06 0.38 0.46 0.00 0.43 0.43 0.14 0.28 0.77 0.00 Avail Cap(c_a), veh/h 628 784 666 519 784 666 530 1214 1032 500 784 666 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.0 21.6 18.3 15.1 18.7 0.0 12.3 10.5 9.0 16.0 18.6 14.0 Incr Delay (d2), s/veh 0.2 2.4 0.1 0.6 0.7 0.0 0.7 0.3 0.1 0.4 3.6 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 0.9 5.0 0.3 1.7 3.2 0.0 1.7 4.2 1.0 1.5 7.6 0.0 LnGrp Delay(d),s/veh 16.2 24.0 18.4 15.7 19.3 0.0 13.0 10.8 9.1 16.3 22.2 14.0 LnGrp LOS B C B B B BBABCB Approach Vol, veh/h 401 368 653 580 Approach Delay, s/veh 22.3 17.9 11.1 21.0 Approach LOS C B B C Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 9.3 24.0 9.0 18.3 33.3 6.8 20.5 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 5.4 15.6 5.4 11.3 10.1 3.8 8.2 Green Ext Time (p_c), s 0.2 2.9 0.1 1.5 4.2 0.1 1.6 Intersection Summary HCM 2010 Ctrl Delay 17.5 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 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 10/24/2018 Synchro 9 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) 72 308 201 141 227 39 167 378 288 114 464 109 v/c Ratio 0.15 0.68 0.37 0.36 0.42 0.07 0.49 0.43 0.32 0.38 0.83 0.19 Control Delay 14.4 35.3 6.0 16.8 26.8 0.2 17.5 16.4 3.0 27.7 40.7 4.2 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 14.4 35.3 6.0 16.8 26.8 0.2 17.5 16.4 3.0 27.7 40.7 4.2 Queue Length 50th (ft) 21 143 0 43 96 0 44 118 0 44 213 0 Queue Length 95th (ft) 42 212 41 74 155 0 86 200 35 93 #370 23 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 547 631 669 419 633 623 365 977 967 338 631 622 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.13 0.49 0.30 0.34 0.36 0.06 0.46 0.39 0.30 0.34 0.74 0.18 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 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) 62 165 177 256 235 95 139 439 162 48 413 29 Future Volume (veh/h) 62 165 177 256 235 95 139 439 162 48 413 29 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 67 177 22 275 253 1 149 472 98 52 444 0 Adj No. of Lanes 111111111111 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 237 252 214 315 346 294 561 1180 1003 502 998 848 Arrive On Green 0.05 0.14 0.14 0.11 0.19 0.19 0.07 0.63 0.63 0.54 0.54 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 838 1863 1583 Grp Volume(v), veh/h 67 177 22 275 253 1 149 472 98 52 444 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 838 1863 1583 Q Serve(g_s), s 3.0 8.6 1.2 10.0 12.2 0.0 3.3 11.8 2.3 3.1 13.8 0.0 Cycle Q Clear(g_c), s 3.0 8.6 1.2 10.0 12.2 0.0 3.3 11.8 2.3 5.6 13.8 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 237 252 214 315 346 294 561 1180 1003 502 998 848 V/C Ratio(X) 0.28 0.70 0.10 0.87 0.73 0.00 0.27 0.40 0.10 0.10 0.44 0.00 Avail Cap(c_a), veh/h 290 480 408 315 520 442 611 1180 1003 502 998 848 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 32.7 39.3 36.0 33.6 36.4 31.5 8.9 8.6 6.8 12.2 13.4 0.0 Incr Delay (d2), s/veh 0.6 3.6 0.2 22.7 3.0 0.0 0.3 1.0 0.2 0.4 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 1.5 4.7 0.5 4.2 6.5 0.0 1.6 6.4 1.1 0.8 7.4 0.0 LnGrp Delay(d),s/veh 33.4 42.8 36.2 56.3 39.4 31.5 9.2 9.6 7.0 12.6 14.9 0.0 LnGrp LOS C D D E D C AAABB Approach Vol, veh/h 266 529 719 496 Approach Delay, s/veh 39.9 48.2 9.1 14.6 Approach LOS D D A B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 9.3 55.4 13.0 17.3 64.7 8.2 22.2 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.5 4.0 5.5 Max Green Setting (Gmax), s 8.0 35.5 9.0 23.5 47.5 7.0 25.5 Max Q Clear Time (g_c+I1), s 5.3 15.8 12.0 10.6 13.8 5.0 14.2 Green Ext Time (p_c), s 0.1 3.8 0.0 1.2 4.1 0.0 1.1 Intersection Summary HCM 2010 Ctrl Delay 24.8 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 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) 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) 93 10 51 64 93 51 62 End Time (s) 10 51 64 93 51 62 93 Yield/Force Off (s) 6 45.5 60 87.5 45.5 58 87.5 Yield/Force Off 170(s) 6 33.5 60 77.5 31.5 58 73.5 Local Start Time (s) 42 54 0 13 42 0 11 Local Yield (s) 50 89.5 9 36.5 89.5 7 36.5 Local Yield 170(s) 50 77.5 9 26.5 75.5 7 22.5 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 10/24/2018 Synchro 9 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) 67 177 190 275 253 102 149 472 174 52 444 31 v/c Ratio 0.22 0.53 0.43 0.77 0.61 0.23 0.30 0.43 0.17 0.12 0.52 0.04 Control Delay 22.2 40.4 7.9 40.0 40.0 5.2 10.8 13.2 2.2 18.4 22.6 0.1 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 40.4 7.9 40.0 40.0 5.2 10.8 13.2 2.2 18.4 22.6 0.1 Queue Length 50th (ft) 28 98 0 130 142 0 36 145 0 18 186 0 Queue Length 95th (ft) 52 151 52 183 206 29 75 256 30 47 315 0 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 315 480 549 359 519 528 494 1099 1005 420 854 791 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.21 0.37 0.35 0.77 0.49 0.19 0.30 0.43 0.17 0.12 0.52 0.04 Intersection Summary HCM 2010 TWSC Short Total AM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 0 406 1 0 576 Future Vol, veh/h 1 0 406 1 0 576 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 0 437 1 0 619 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1056 437 0 0 438 0 Stage 1 437 - - - - - Stage 2 619 - - - - - 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 250 620 - - 1122 - Stage 1 651 - - - - - Stage 2 537 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 250 620 - - 1122 - Mov Cap-2 Maneuver 250 - - - - - Stage 1 651 - - - - - Stage 2 537 - - - - - Approach WB NB SB HCM Control Delay, s 19.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 250 1122 - HCM Lane V/C Ratio - - 0.004 - - HCM Control Delay (s) - - 19.5 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Short Total PM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 583 2 0 484 Future Vol, veh/h 0 1 583 2 0 484 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1 648 2 0 538 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1187 649 0 0 650 0 Stage 1 649 - - - - - Stage 2 538 - - - - - 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 208 470 - - 936 - Stage 1 520 - - - - - Stage 2 585 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 208 470 - - 936 - Mov Cap-2 Maneuver 208 - - - - - Stage 1 520 - - - - - Stage 2 585 - - - - - Approach WB NB SB HCM Control Delay, s 12.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 470 936 - HCM Lane V/C Ratio - - 0.002 - - HCM Control Delay (s) - - 12.7 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Short Total AM 12: Taft Hill & Site Access Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 64 18 388 512 2 Future Vol, veh/h 5 64 18 388 512 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 75 21 456 602 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1103 604 605 0 - 0 Stage 1 604 - - - - - Stage 2 499 - - - - - Critical Hdwy 7.12 6.22 4.12 - - - Critical Hdwy Stg 1 6.12 - - - - - Critical Hdwy Stg 2 6.12 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 189 498 973 - - - Stage 1 485 - - - - - Stage 2 554 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 186 498 973 - - - Mov Cap-2 Maneuver 186 - - - - - Stage 1 475 - - - - - Stage 2 542 - - - - - Approach EB NB SB HCM Control Delay, s 14.9 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 973 - 444 - - HCM Lane V/C Ratio 0.022 - 0.183 - - HCM Control Delay (s) 8.8 - 14.9 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.7 - - HCM 2010 TWSC Short Total PM 12: Taft Hill & Site Access Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 37 65 519 447 5 Future Vol, veh/h 3 37 65 519 447 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 41 72 577 497 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1220 499 502 0 - 0 Stage 1 499 - - - - - Stage 2 721 - - - - - 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 199 572 1062 - - - Stage 1 610 - - - - - Stage 2 482 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 186 572 1062 - - - Mov Cap-2 Maneuver 186 - - - - - Stage 1 610 - - - - - Stage 2 449 - - - - - Approach EB NB SB HCM Control Delay, s 13 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1062 - 495 - - HCM Lane V/C Ratio 0.068 - 0.09 - - HCM Control Delay (s) 8.6 - 13 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 0.3 - - HCM 2010 TWSC Short Total AM 6: Impala & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 3.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 324 34 186 217 8 125 Future Vol, veh/h 324 34 186 217 8 125 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 381 40 219 255 9 147 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 421 0 1094 401 Stage 1 - - - - 401 - Stage 2 - - - - 693 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1138 - 237 649 Stage 1 - - - - 676 - Stage 2 - - - - 496 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1138 - 191 649 Mov Cap-2 Maneuver - - - - 191 - Stage 1 - - - - 676 - Stage 2 - - - - 401 - Approach EB WB NB HCM Control Delay, s 0 4.1 13 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 191 649 - - 1138 - HCM Lane V/C Ratio 0.049 0.227 - - 0.192 - HCM Control Delay (s) 24.8 12.2 - - 8.9 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.2 0.9 - - 0.7 - HCM 2010 TWSC Short Total PM 6: Impala & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 293 11 61 287 8 86 Future Vol, veh/h 293 11 61 287 8 86 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 333 13 69 326 9 98 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 345 0 804 339 Stage 1 - - - - 339 - Stage 2 - - - - 465 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1214 - 352 703 Stage 1 - - - - 722 - Stage 2 - - - - 632 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1214 - 332 703 Mov Cap-2 Maneuver - - - - 332 - Stage 1 - - - - 722 - Stage 2 - - - - 596 - Approach EB WB NB HCM Control Delay, s 0 1.4 11.3 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 332 703 - - 1214 - HCM Lane V/C Ratio 0.027 0.139 - - 0.057 - HCM Control Delay (s) 16.1 10.9 - - 8.1 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.5 - - 0.2 - HCM 2010 TWSC Short Total AM 8: Stephens/Site Access & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates st am.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 4 248 11 21 157 22 13 0 32 73 1 18 Future Vol, veh/h 4 248 11 21 157 22 13 0 32 73 1 18 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 292 13 25 185 26 15 0 38 86 1 21 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 211 0 0 305 0 0 566 568 298 573 561 198 Stage 1 - - - - - - 308 308 - 247 247 - Stage 2 - - - - - - 258 260 - 326 314 - 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 1360 - - 1256 - - 435 432 741 430 436 843 Stage 1 - - - - - - 702 660 - 757 702 - Stage 2 - - - - - - 747 693 - 687 656 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1360 - - 1256 - - 414 420 741 400 424 843 Mov Cap-2 Maneuver - - - - - - 414 420 - 400 424 - Stage 1 - - - - - - 699 657 - 754 686 - Stage 2 - - - - - - 710 677 - 649 653 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.8 11.5 15.6 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 603 1360 - - 1256 - - 446 HCM Lane V/C Ratio 0.088 0.003 - - 0.02 - - 0.243 HCM Control Delay (s) 11.5 7.7 0 - 7.9 0 - 15.6 HCM Lane LOS B A A - A A - C HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.9 HCM 2010 TWSC Short Total PM 8: Stephens/Site Access & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 202 5 28 219 38 13 0 54 23 0 4 Future Vol, veh/h 5 202 5 28 219 38 13 0 54 23 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 224 6 31 243 42 14 0 60 26 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 286 0 0 230 0 0 567 586 227 595 568 264 Stage 1 - - - - - - 238 238 - 327 327 - Stage 2 - - - - - - 329 348 - 268 241 - 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 1276 - - 1338 - - 434 422 812 416 432 775 Stage 1 - - - - - - 765 708 - 686 648 - Stage 2 - - - - - - 684 634 - 738 706 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1276 - - 1338 - - 421 408 812 376 418 775 Mov Cap-2 Maneuver - - - - - - 421 408 - 376 418 - Stage 1 - - - - - - 761 704 - 683 630 - Stage 2 - - - - - - 661 616 - 680 702 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.8 10.9 14.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 688 1276 - - 1338 - - 407 HCM Lane V/C Ratio 0.108 0.004 - - 0.023 - - 0.074 HCM Control Delay (s) 10.9 7.8 0 - 7.8 0 - 14.5 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 0.2 APPENDIX G HCM 2010 Signalized Intersection Summary Long Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 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) 85 345 215 170 250 45 190 435 345 120 480 130 Future Volume (veh/h) 85 345 215 170 250 45 190 435 345 120 480 130 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 89 363 50 179 263 0 200 458 126 126 505 51 Adj No. of Lanes 111111111111 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 411 460 391 356 538 457 360 662 563 364 606 515 Arrive On Green 0.07 0.25 0.25 0.11 0.29 0.00 0.11 0.36 0.36 0.08 0.33 0.33 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 89 363 50 179 263 0 200 458 126 126 505 51 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 2.6 13.2 1.8 5.0 8.5 0.0 5.0 15.2 4.0 3.3 18.2 1.6 Cycle Q Clear(g_c), s 2.6 13.2 1.8 5.0 8.5 0.0 5.0 15.2 4.0 3.3 18.2 1.6 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 411 460 391 356 538 457 360 662 563 364 606 515 V/C Ratio(X) 0.22 0.79 0.13 0.50 0.49 0.00 0.56 0.69 0.22 0.35 0.83 0.10 Avail Cap(c_a), veh/h 559 655 557 431 655 557 431 809 688 391 706 600 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.2 25.6 21.2 17.3 21.4 0.0 15.6 20.0 16.4 15.1 22.7 17.1 Incr Delay (d2), s/veh 0.3 4.2 0.1 1.1 0.7 0.0 1.3 1.9 0.2 0.6 7.5 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 1.3 7.3 0.8 2.5 4.4 0.0 2.6 8.1 1.8 1.6 10.5 0.7 LnGrp Delay(d),s/veh 18.4 29.8 21.4 18.4 22.1 0.0 17.0 21.9 16.6 15.7 30.1 17.1 LnGrp LOS B C C B C B C B B C B Approach Vol, veh/h 502 442 784 682 Approach Delay, s/veh 26.9 20.6 19.8 26.5 Approach LOS C C B C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.1 28.1 11.0 22.4 8.9 30.3 7.9 25.4 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 4.0 5.5 4.0 5.5 Max Green Setting (Gmax), s 10.0 26.5 10.0 24.5 6.0 30.5 10.0 24.5 Max Q Clear Time (g_c+I1), s 7.0 20.2 7.0 15.2 5.3 17.2 4.6 10.5 Green Ext Time (p_c), s 0.2 2.4 0.1 1.7 0.0 3.5 0.1 2.0 Intersection Summary HCM 2010 Ctrl Delay 23.3 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lt am.syn Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None Min None None None Min None None Maximum Split (s) 14 32 14 30 10 36 14 30 Maximum Split (%) 15.6% 35.6% 15.6% 33.3% 11.1% 40.0% 15.6% 33.3% Minimum Split (s) 11 28.5 11 28.5 9.5 28.5 11 28 Yellow Time (s) 34343434 All-Red Time (s) 1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s) 47475747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 14 46 60 0 10 46 60 End Time (s) 14 46 60 0 10 46 60 0 Yield/Force Off (s) 10 40.5 56 84.5 6 40.5 56 84.5 Yield/Force Off 170(s) 10 40.5 56 74.5 6 40.5 56 70.5 Local Start Time (s) 76 0 32 46 76 86 32 46 Local Yield (s) 86 26.5 42 70.5 82 26.5 42 70.5 Local Yield 170(s) 86 26.5 42 60.5 82 26.5 42 56.5 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinated Natural Cycle 80 Splits and Phases: 3: Taft Hill & Laporte Queues Long Total AM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 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) 89 363 226 179 263 47 200 458 363 126 505 137 v/c Ratio 0.20 0.76 0.40 0.51 0.47 0.08 0.63 0.65 0.44 0.35 0.87 0.23 Control Delay 15.6 40.5 5.9 20.6 28.8 0.3 23.8 28.2 4.3 15.9 45.8 5.5 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 15.6 40.5 5.9 20.6 28.8 0.3 23.8 28.2 4.3 15.9 45.8 5.5 Queue Length 50th (ft) 28 183 0 59 120 0 60 211 0 36 259 0 Queue Length 95th (ft) 55 281 52 102 200 0 #122 333 57 71 #455 40 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 504 581 649 364 586 584 332 719 834 357 627 623 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.18 0.62 0.35 0.49 0.45 0.08 0.60 0.64 0.44 0.35 0.81 0.22 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Long Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 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) 85 215 235 325 310 115 185 555 225 55 535 40 Future Volume (veh/h) 85 215 235 325 310 115 185 555 225 55 535 40 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 89 226 39 342 326 23 195 584 119 58 563 0 Adj No. of Lanes 111111111111 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 271 310 264 374 433 368 409 894 760 355 830 706 Arrive On Green 0.07 0.17 0.17 0.13 0.23 0.23 0.09 0.48 0.48 0.05 0.45 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 89 226 39 342 326 23 195 584 119 58 563 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 3.6 10.4 1.9 12.0 14.7 1.0 4.9 21.4 3.8 1.5 21.6 0.0 Cycle Q Clear(g_c), s 3.6 10.4 1.9 12.0 14.7 1.0 4.9 21.4 3.8 1.5 21.6 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 271 310 264 374 433 368 409 894 760 355 830 706 V/C Ratio(X) 0.33 0.73 0.15 0.92 0.75 0.06 0.48 0.65 0.16 0.16 0.68 0.00 Avail Cap(c_a), veh/h 309 507 431 374 590 501 411 894 760 397 830 706 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 28.3 35.6 32.0 28.7 32.1 26.9 14.0 17.7 13.2 13.7 19.8 0.0 Incr Delay (d2), s/veh 0.7 3.3 0.3 26.6 3.6 0.1 0.9 3.7 0.4 0.2 4.4 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 1.8 5.6 0.8 5.4 8.0 0.5 2.5 11.8 1.7 0.7 12.1 0.0 LnGrp Delay(d),s/veh 29.0 38.8 32.3 55.3 35.8 27.0 14.9 21.4 13.6 13.9 24.2 0.0 LnGrp LOS C D C E D C B C B B C Approach Vol, veh/h 354 691 898 621 Approach Delay, s/veh 35.6 45.1 19.0 23.3 Approach LOS D D B C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.9 44.6 15.0 19.5 7.8 47.7 9.1 25.4 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 4.0 5.5 4.0 5.5 Max Green Setting (Gmax), s 7.0 29.5 11.0 23.5 6.0 30.5 7.0 27.5 Max Q Clear Time (g_c+I1), s 6.9 23.6 14.0 12.4 3.5 23.4 5.6 16.7 Green Ext Time (p_c), s 0.0 2.6 0.0 1.6 0.0 2.9 0.0 1.6 Intersection Summary HCM 2010 Ctrl Delay 29.4 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total PM 3: Taft Hill & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lt pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 35 15 29 10 36 11 33 Maximum Split (%) 12.2% 38.9% 16.7% 32.2% 11.1% 40.0% 12.2% 36.7% Minimum Split (s) 11 28.5 11 28.5 9.5 28.5 11 28 Yellow Time (s) 34343434 All-Red Time (s) 1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s) 47475747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 5 16 51 66 5 15 51 62 End Time (s) 16 51 66 5 15 51 62 5 Yield/Force Off (s) 12 45.5 62 89.5 11 45.5 58 89.5 Yield/Force Off 170(s) 12 33.5 62 79.5 11 31.5 58 75.5 Local Start Time (s) 44 55 0 15 44 54 0 11 Local Yield (s) 51 84.5 11 38.5 50 84.5 7 38.5 Local Yield 170(s) 51 72.5 11 28.5 50 70.5 7 24.5 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (57%), 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 10/24/2018 Synchro 9 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) 89 226 247 342 326 121 195 584 237 58 563 42 v/c Ratio 0.28 0.61 0.48 0.84 0.65 0.23 0.59 0.71 0.29 0.18 0.79 0.06 Control Delay 19.1 39.1 7.1 40.5 36.0 5.3 21.3 29.5 5.8 12.7 35.8 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 19.1 39.1 7.1 40.5 36.0 5.3 21.3 29.5 5.8 12.7 35.8 0.2 Queue Length 50th (ft) 32 118 0 146 170 0 53 277 12 14 289 0 Queue Length 95th (ft) 55 175 55 #215 237 35 #143 #509 64 38 #494 0 Internal Link Dist (ft) 1255 568 577 723 Turn Bay Length (ft) 275 350 200 150 175 175 320 220 Base Capacity (vph) 328 507 610 408 589 588 330 818 807 318 714 685 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.27 0.45 0.40 0.84 0.55 0.21 0.59 0.71 0.29 0.18 0.79 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Long Total AM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 0 555 5 0 715 Future Vol, veh/h 5 0 555 5 0 715 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 0 584 5 0 753 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1340 587 0 0 589 0 Stage 1 587 - - - - - Stage 2 753 - - - - - 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 168 510 - - 986 - Stage 1 556 - - - - - Stage 2 465 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 168 510 - - 986 - Mov Cap-2 Maneuver 168 - - - - - Stage 1 556 - - - - - Stage 2 465 - - - - - Approach WB NB SB HCM Control Delay, s 27.1 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 168 986 - HCM Lane V/C Ratio - - 0.031 - - HCM Control Delay (s) - - 27.1 0 - HCM Lane LOS - - D A - HCM 95th %tile Q(veh) - - 0.1 0 - HCM 2010 TWSC Long Total PM 11: Taft Hill & Laporte Outreach Church Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 5 740 5 0 625 Future Vol, veh/h 0 5 740 5 0 625 Conflicting Peds, #/hr 0 0 0 0 0 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 779 5 0 658 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1440 782 0 0 784 0 Stage 1 782 - - - - - Stage 2 658 - - - - - 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 146 394 - - 834 - Stage 1 451 - - - - - Stage 2 515 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 146 394 - - 834 - Mov Cap-2 Maneuver 146 - - - - - Stage 1 451 - - - - - Stage 2 515 - - - - - Approach WB NB SB HCM Control Delay, s 14.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 394 834 - HCM Lane V/C Ratio - - 0.013 - - HCM Control Delay (s) - - 14.3 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - HCM 2010 TWSC Long Total AM 12: Taft Hill & Site Access Sanctuary-On-The-Green 10/24/2018 Synchro 9 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 65 20 535 650 5 Future Vol, veh/h 5 65 20 535 650 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 68 21 563 684 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1292 687 689 0 - 0 Stage 1 687 - - - - - Stage 2 605 - - - - - 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 180 447 905 - - - Stage 1 499 - - - - - Stage 2 545 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 176 447 905 - - - Mov Cap-2 Maneuver 176 - - - - - Stage 1 499 - - - - - Stage 2 532 - - - - - Approach EB NB SB HCM Control Delay, s 15.9 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 905 - 403 - - HCM Lane V/C Ratio 0.023 - 0.183 - - HCM Control Delay (s) 9.1 - 15.9 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 0.7 - - HCM 2010 TWSC Long Total PM 12: Taft Hill & Site Access Sanctuary-On-The-Green 10/24/2018 Synchro 9 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 65 680 590 5 Future Vol, veh/h 5 35 65 680 590 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 37 68 716 621 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1477 624 626 0 - 0 Stage 1 624 - - - - - Stage 2 853 - - - - - 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 139 485 956 - - - Stage 1 534 - - - - - Stage 2 418 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 129 485 956 - - - Mov Cap-2 Maneuver 129 - - - - - Stage 1 534 - - - - - Stage 2 388 - - - - - Approach EB NB SB HCM Control Delay, s 16.3 0.8 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 956 - 361 - - HCM Lane V/C Ratio 0.072 - 0.117 - - HCM Control Delay (s) 9.1 - 16.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.2 - 0.4 - - HCM 2010 TWSC Long Total AM 6: Impala & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 4.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 435 45 250 295 10 165 Future Vol, veh/h 435 45 250 295 10 165 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 458 47 263 311 11 174 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 505 0 1319 482 Stage 1 - - - - 482 - Stage 2 - - - - 837 - Critical Hdwy - - 4.12 - 7.12 6.22 Critical Hdwy Stg 1 - - - - 6.12 - Critical Hdwy Stg 2 - - - - 6.12 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1060 - 134 584 Stage 1 - - - - 565 - Stage 2 - - - - 361 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1060 - 108 584 Mov Cap-2 Maneuver - - - - 108 - Stage 1 - - - - 565 - Stage 2 - - - - 271 - Approach EB WB NB HCM Control Delay, s 0 4.4 15.4 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 108 584 - - 1060 - HCM Lane V/C Ratio 0.097 0.297 - - 0.248 - HCM Control Delay (s) 41.9 13.8 - - 9.5 - HCM Lane LOS E B - - A - HCM 95th %tile Q(veh) 0.3 1.2 - - 1 - HCM 2010 TWSC Long Total PM 6: Impala & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 395 15 85 395 10 115 Future Vol, veh/h 395 15 85 395 10 115 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 300 - 200 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 416 16 89 416 11 121 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 432 0 1019 424 Stage 1 - - - - 424 - Stage 2 - - - - 595 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1128 - 263 630 Stage 1 - - - - 660 - Stage 2 - - - - 551 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1128 - 242 630 Mov Cap-2 Maneuver - - - - 242 - Stage 1 - - - - 660 - Stage 2 - - - - 508 - Approach EB WB NB HCM Control Delay, s 0 1.5 12.8 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 242 630 - - 1128 - HCM Lane V/C Ratio 0.043 0.192 - - 0.079 - HCM Control Delay (s) 20.6 12.1 - - 8.5 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.7 - - 0.3 - HCM 2010 TWSC Long Total AM 8: Stephens & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lt am.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 5 365 10 25 230 25 15 0 35 75 1 20 Future Vol, veh/h 5 365 10 25 230 25 15 0 35 75 1 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 384 11 26 242 26 16 0 37 79 1 21 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 268 0 0 395 0 0 719 721 389 726 713 255 Stage 1 - - - - - - 400 400 - 308 308 - Stage 2 - - - - - - 319 321 - 418 405 - 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 1296 - - 1164 - - 344 353 659 340 357 784 Stage 1 - - - - - - 626 602 - 702 660 - Stage 2 - - - - - - 693 652 - 612 598 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1296 - - 1164 - - 327 344 659 315 348 784 Mov Cap-2 Maneuver - - - - - - 327 344 - 315 348 - Stage 1 - - - - - - 624 600 - 699 645 - Stage 2 - - - - - - 658 637 - 576 596 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 13 18.9 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 505 1296 - - 1164 - - 360 HCM Lane V/C Ratio 0.104 0.004 - - 0.023 - - 0.281 HCM Control Delay (s) 13 7.8 - - 8.2 - - 18.9 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 1.1 HCM 2010 TWSC Long Total PM 8: Stephens/Site Access & Laporte Sanctuary-On-The-Green 10/24/2018 Synchro 9 Light Report Delich Associates lt pm.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 5 305 5 30 325 40 15 0 55 25 0 5 Future Vol, veh/h 5 305 5 30 325 40 15 0 55 25 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 321 5 32 342 42 16 0 58 26 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 384 0 0 326 0 0 763 781 324 789 763 363 Stage 1 - - - - - - 334 334 - 426 426 - Stage 2 - - - - - - 429 447 - 363 337 - 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 1174 - - 1234 - - 321 326 717 308 334 682 Stage 1 - - - - - - 680 643 - 606 586 - Stage 2 - - - - - - 604 573 - 656 641 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1174 - - 1234 - - 311 316 717 277 324 682 Mov Cap-2 Maneuver - - - - - - 311 316 - 277 324 - Stage 1 - - - - - - 677 640 - 603 571 - Stage 2 - - - - - - 584 558 - 600 638 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.6 12.4 18.1 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 560 1174 - - 1234 - - 307 HCM Lane V/C Ratio 0.132 0.004 - - 0.026 - - 0.103 HCM Control Delay (s) 12.4 8.1 - - 8 - - 18.1 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0.5 0 - - 0.1 - - 0.3 APPENDIX H 230/325 25/30