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HomeMy WebLinkAboutTRAIL HEAD TRACTS F & G TOWNHOMES - PDP - PDP170035 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrian Facilities ........................................................................................................ 9 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 10 Trip Assignment ............................................................................................................ 14 Signal Warrants ............................................................................................................. 14 Geometry ...................................................................................................................... 14 Operation Analysis ........................................................................................................ 18 Pedestrian Level of Service ........................................................................................... 18 Bicycle Level of Service ................................................................................................ 18 Transit Level of Service ................................................................................................. 18 IV. CONCLUSIONS .................................................................................................... 21 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2022) Background Peak Hour Operation .......................................... 19 4. Short Range (2022) Total Peak Hour Operation ..................................................... 20 DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Adjusted/Balanced Recent Peak Hour Traffic ........................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 12 7. Short Range (2022) Background Peak Hour Traffic ................................................ 13 8. Site Generated Peak Hour Traffic ........................................................................... 15 9. Short Range (2022) Total Peak Hour Traffic ........................................................... 16 10. Short Range (2022) Geometry ................................................................................ 17 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 (2022) Background Peak Hour Operation E. Short Range (2022) Total Peak Hour Operation F. Pedestrian Level of Service Worksheets DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 1 I. INTRODUCTION This Intermediate Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements for the proposed Trail Head Tracts F & G development. The proposed Trail Head Tracts F & G development is located in the northwest and northeast quadrants of the Vine/Greenfields intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project engineering consultant (JR Engineering LLC) and Fort Collins Traffic Engineering. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). A scoping discussion was held with the Fort Collins Traffic Engineering staff. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. 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 Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Trail Head Tracts F & G 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 residential or vacant. There are residential uses to the east, west, and north of the site. The center of Fort Collins lies to the southwest of the proposed Trail Head Tracts F & G site. Streets The primary streets near the Trail Head Tracts F & G site are Vine Drive, Timberline Road, Greenfields Drive, Wagon Trail Road, and Campfire Drive. Figure 2 shows a schematic of the existing geometry at the key intersections. Vine Drive is south of (adjacent to) the proposed Trail Head Tracts F & G site. It is an east-west street classified as a two-lane arterial on the Fort Collins Master Street Plan. Currently, Vine Drive has a two-lane cross section with center median lane adjacent to the Trail Head Tracts F & G site. However, Vine Drive narrows to a two- lane cross section with no center median lane west of the Trail Head subdivision. At the Timberline/Vine intersection, Vine Drive has all eastbound and westbound movements combined into single lanes. The Timberline/Vine intersection has all-way stop sign control. At the Vine/Wagon Trail intersection and Vine/Greenfields intersection, Vine Drive has an eastbound left-turn lane and one through lane in each direction. At the Vine/Campfire intersection, Vine Drive has a center two-way continuous left-turn lane and one through lane in each direction. The Vine/Wagon Trail, Vine/Greenfields, and Vine/Campfire intersections have stop sign control on Wagon Trail Road, Greenfields Drive, and Campfire Drive, respectively. The posted speed limit on Vine Drive is 45 mph. Timberline Road is west of the proposed Trail Head Tracts F & G site. It is a north-south street classified as a four-lane arterial on the Fort Collins Master Street Plan. Currently, Timberline Road has a two-lane cross section with no center median lane. At the Timberline/Vine intersection, Timberline Road has all northbound and southbound movements combined into single lanes. The posted speed limit on Timberline Road is 35 mph south of Vine Drive and 45 mph north of Vine Drive. There is a railroad crossing just south of Vine Drive. Greenfields Drive is adjacent to the proposed Trail Head Tracts F & G site. It is a north-south street classified as a collector street on the Fort Collins Master Street Plan. When it was built (late 2006), Greenfields Drive was designated as a two-lane arterial BURLINGTON NORTHERN RAILROAD 25 Vine Timberline Greenfields Wagon Trail Campfire Mulberry SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 4 Vine Greenfields Campfire Wagon Trail Timberline Lemay Vine - Denotes Lane _ Two-way Continuous Left-turn Lane STOP STOP STOP STOP STOP STOP STOP DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 5 street. It has a roadway width of 52 feet. Currently, Greenfields Drive has a two-lane cross section with a center median lane. At the Vine/Greenfields intersection, Greenfields Drive has a southbound left-turn lane and a southbound right-turn lane. The posted speed limit on Greenfields Drive is 25 mph. South of Vine Drive, Greenfields Drive is designated as a two-lane arterial street. However, currently there is no south leg at the Vine/Greenfields intersection. The south leg of Greenfields Drive will be built when development occurs to the south. There are no development proposals for that property. Wagon Trail Road and Campfire Drive are adjacent to the Trail Head Tracts F & G site. They are north-south streets classified as a local streets on the Fort Collins Master Street Plan. Currently, Wagon Trail Road and Campfire Drive have a two-lane cross section (no center lane) with parking on both sides of the street. There is no posted speed limit on Wagon Trail Road and Campfire Drive. Existing Traffic Recent peak hour traffic volumes at the Timberline/Vine, Vine/Wagon Trail, Vine/ Greenfields, and Vine/Campfire intersections are shown in Figure 3. The counts at the Timberline/Vine intersection were taken from the “Waters’ Edge West Traffic Impact Analysis,” January 2017 and were obtained in 2015. The counts at the Vine/Wagon Trail, Vine/Greenfields, and Vine/Campfire intersections were obtained in July 2017. Raw traffic count data is provided in Appendix B. Since the traffic counts were done on different days and at different times of the year, the intersection volumes were adjusted/ balanced. Figure 4 shows the averaged/balanced recent peak hour traffic volumes. Also shown on Figures 3 and 4 are the City developed base traffic at the Lemay/Vine intersection. Existing Operation The Lemay/Vine, Timberline/Vine, Vine/Wagon Trail, Vine/Greenfields, and Vine/Campfire 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 level of service criteria with existing control and geometry in the peak hours, except for the Lemay/Vine intersection. In the morning and afternoon peak hours, the eastbound and westbound through/right-turn movements operate at levels of service E and F. 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 arterial/collector and arterial/local unsignalized intersections during the peak hours is defined as level of service D or better overall, and level of service F for each approach leg. It is expected that there would be substantial delays to the minor street movements at unsignalized intersections during the peak hours. This is considered to be normal and acceptable in urban areas. Acceptable operation at arterial/arterial unsignalized intersections during the peak hours is defined as level of service E, overall, and level of service F for each approach leg. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 6 Vine Greenfields Campfire Wagon Trail Timberline 25/40 556/458 58/109 119/135 246/205 127/101 39/64 298/696 56/207 9/16 147/276 84/104 Lemay Vine 12/8 14/2 2/13 253/206 7/15 133/277 29/1 10/4 0/4 265/210 3/18 130/288 19/6 8/4 3/6 291/205 3/18 125/302 92/113 86/220 25/74 57/44 281/125 4/8 38/67 86/210 135/95 6/11 189/152 146/71 AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 7 Vine Greenfields Campfire Wagon Trail Timberline 25/40 556/458 58/109 119/135 246/205 127/101 39/64 298/696 56/208 9/16 155/292 84/104 Lemay Vine 13/9 14/2 2/13 262/228 7/15 134/262 32/2 11/4 1/5 274/232 3/18 130/273 20/6 8/4 3/6 304/228 3/18 125/287 92/113 86/220 28/82 57/44 281/125 4/8 38/67 96/232 135/95 6/11 189/152 146/71 DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 9 Pedestrian Facilities There are sidewalks on the north side of Vine Drive, adjacent to the Trail Head Subdivision. Since this is a more rural area of Fort Collins, most of the streets do not have adjacent sidewalks. Bicycle Facilities There are bicycle lanes along Vine Drive and along Timberline Road within the study area. There are also bicycle lanes along Greenfields Drive. Transit Facilities Currently, this area of Fort Collins is served by Transfort Route 14. DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Vine (signal) EB LT D D EB T/RT E F EB APPROACH E F WB LT D D WB T/RT F E WB APPROACH F E NB LT/T/RT B A SB LT/T/RT B A OVERALL D D Timberline/Vine (all-way stop) EB LT/T/RT C E WB LT/T/RT D C NB LT/T/RT C E SB LT/T/RT D C OVERALL C E Vine/Wagon Trail (stop sign) SB LT/RT B B EB LT A A OVERALL A A Vine/Greenfields (stop sign) SB LT B B SB RT B A SB APPROACH B B EB LT A A OVERALL A A Vine/Campfire (stop sign) SB LT/RT B B EB LT A A OVERALL A A DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT Trail Head Tracts F & G is a residential townhome development with 89 dwelling units. Figure 5 shows a site plan of Trail Head Tracts F & G. The short range analysis (Year 2022) includes development of Trail Head Tracts F & G and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The site plan shows that the Trail Head Tracts F & G development will use existing Wagon Trail Road, Greenfields Drive, and Campfire Drive to access Vine Drive. 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 contain in Trip Generation, 9 th Edition, ITE is customarily used to estimate the trips that would be generated by the proposed/expected uses at a site. A trip is defined as a one- way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of the Trail Head Tracts F & G development resulted in 582 daily trip ends, 47 morning peak hour trip ends, and 55 afternoon peak hour trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 230 Townhome 89 D.U. EQ 582 EQ 8 EQ 39 EQ 37 EQ 18 Trip Distribution Trip distribution for the Trail Head Tracts F & G site was based on existing/future travel patterns, land uses in the area, consideration of trip attractions in Fort Collins, and engineering judgment. Figure 6 shows the trip distribution for the short range (2022) analysis future. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Background Traffic Projections Figure 7 shows the short range (2022) background traffic projections. Background traffic projections for the short range future horizon were obtained by reviewing the “Waters’ Edge West Traffic Impact Analysis,” January 2017. The traffic growth used in the cited TIS was extended to the year 2022. In addition to this, site SCALE: 1"=200' SITE PLAN Figure 5 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 11 Greenfields Dr. Campfire Dr. Wagon Trail Rd. East Vine Dr. Greenfields Dr. Campfire Dr. Wagon Trail Rd. East Vine Dr. AD Vine Timberline Greenfields Wagon Trail Campfire 20% 15% 5% 60% SCALE: 1"=1000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 12 AM/PM SHORT RANGE (2022) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 13 13/9 14/2 2/13 298/268 7/15 163/301 32/2 11/4 1/5 310/272 3/18 159/312 20/6 8/4 3/6 339/268 3/18 154/326 Vine Greenfields Campfire Wagon Trail 66/51 325/156 4/9 6/12 205/164 165/98 227/200 116/268 49/101 43/78 104/251 188/243 Timberline 30/44 603/494 67/115 125/142 260/216 137/108 41/67 319/753 67/223 11/21 179/307 88/109 Lemay Vine DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 14 generated traffic from proposed Eastridge development and the Timbervine development (under construction) was included in the background traffic forecasts. The Lemay/Vine intersection volumes were factored by one percent per year plus the Water’s Edge East traffic was added. The background traffic growth methodology 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 8 shows the site generated peak hour traffic assignment for the Trail Head Tracts F & G development. Figure 9 shows the short range (2022) total (site plus background) peak hour traffic assignment. Trail Head Tracts F & G will not have an APF issue at the Lemay/Vine intersection, since less than 49 trips (10 trips AM/10 trips pm) will go through this intersection. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The Timberline/Vine intersection currently has all-way stop sign control. In the “Waters’ Edge West Traffic Impact Analysis,” the Timberline/Vine intersection was agreed to be signalized in the short range (2022) future. The other stop sign controlled intersections will not meet signal warrants in the short range (2022) future. Geometry Figure 10 shows a schematic of the short range (2022) geometry. This is the existing geometry at all of the key intersections. At the Timberline/Vine intersection, auxiliary lanes are required with the existing traffic, as well as with the traffic in the short range (2022) future with signalization. However, as shown in the “Waters’ Edge West Traffic Impact Analysis,” physical constraints prevent expansion of the Timberline/Vine intersection. Greenfields Drive was originally built to a two-lane arterial standard with bicycle lanes, one through lane in each direction, and a center two-way continuous left- turn lane. With the proposed Trail Head Tracts F & G, Greenfields Drive will be restriped from Green Lake Drive to Yule Trail Drive. It will be striped to a collector street cross section and include two 8 foot parking lanes, two 6 foot bicycle lanes, and one 12 foot through lane in each direction. This will fit in the existing 52 foot roadway width. Approaching Vine Drive, the separate southbound left-turn and right-turn lanes should remain on Greenfields Drive. This will match the two-lane arterial classification on the eventual south leg of Greenfields Drive. AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 15 Vine Greenfields Campfire Wagon Trail Timberline Lemay Vine 3/1 3/2 1/2 0/4 1/3 3/1 16/7 2/1 0/2 3/3 3/15 2/3 14/7 1/0 0/2 19/8 3/13 4/18 5/22 0/2 2/7 2/1 8/3 23/11 1/3 1/4 4/2 4/1 AM/PM SHORT RANGE (2022) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 16 16/10 17/4 3/15 298/272 8/18 166/302 48/9 13/5 1/7 313/275 6/33 161/315 34/13 9/4 3/8 358/276 6/31 158/344 Vine Greenfields Campfire Wagon Trail 66/51 325/156 4/11 8/13 213/167 188/109 227/200 116/268 54/123 43/78 106/258 188/243 Timberline 30/44 603/494 67/115 125/142 264/218 141/109 41/67 319/753 68/226 11/21 180/311 88/109 Lemay Vine SHORT RANGE (2022) GEOMETRY Figure 10 DELICH ASSOCIATES Trail Head Tracts F & G TIS, September 2017 Page 17 Vine Greenfields Campfire Wagon Trail Timberline Lemay Vine - Denotes Lane _ Two-way Continuous Left-turn Lane STOP STOP STOP STOP STOP STOP STOP DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 18 Operation Analysis Operation analyses were performed at the Lemay/Vine, Timberline/Vine, Vine/Wagon Trail, Vine/Greenfields, and Vine/Campfire intersections. The operation analyses were conducted for the short range future, reflecting year 2022 conditions. Using the traffic volumes shown in Figure 7, the key intersections operate in the short range (2022) background traffic future, with the existing geometry and signalization of the Timberline/Vine intersection, as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections will meet the Fort Collins level of service criteria during the peak hours, except for the Lemay/Vine intersection. During the morning and afternoon peak hours, the eastbound and westbound through/right-turn movements operate at level of service E and F. The Timberline/Vine intersection was analyzed with the expected signalized control. Using the traffic volumes shown in Figure 9, the key intersections operate in the short range (2022) total traffic future, as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. As with the background traffic, the key intersections will meet the Fort Collins level of service criteria during the peak hours, except for the Lemay/Vine intersection. During the morning and afternoon peak hours, the eastbound and westbound through/right-turn movements operate at level of service E and F. Pedestrian Level of Service Appendix F shows a map of the area that is within 1320 feet of the Trail Head Tracts F & G site. There will be three pedestrian destinations within 1320 feet of the Trail Head Tracts F & G site. These are: 1) the residential area to the west of the site, 2) the residential area to the north of the site, and 3) the residential area to the east of the site. This site is in an area type termed “other.” Since all pedestrian destinations are on the north side of Vine Drive and have sidewalks, acceptable pedestrian level of service will be achieved for all pedestrian destinations. The Pedestrian LOS Worksheet is provided in Appendix F. The minimum level of service for “other” is C for all areas of evaluation. Bicycle Level of Service There are no bicycle destinations within 1320 feet of the Trail Head Tracts F & G site. There are bicycle lanes along Vine Drive and along Timberline Road within the study area. There are also bicycle lanes along Greenfields Drive. Transit Level of Service This area of Fort Collins is served by Transfort Route 14. DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 19 TABLE 3 Short Range (2022) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Vine (signal) EB LT D D EB T/RT E F EB APPROACH E F WB LT D D WB T/RT F F WB APPROACH F E NB LT/T/RT B F SB LT/T/RT B F OVERALL D F Timberline/Vine (signal) EB LT/T/RT B C WB LT/T/RT B B NB LT/T/RT B C SB LT/T/RT B B OVERALL B C Vine/Wagon Trail (stop sign) SB LT/RT B B EB LT A A OVERALL A A Vine/Greenfields (stop sign) SB LT B B SB RT B A SB APPROACH B B EB LT A A OVERALL A A Vine/Campfire (stop sign) SB LT/RT B B EB LT A A OVERALL A A DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 20 TABLE 4 Short Range (2022) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Vine (signal) EB LT D D EB T/RT E F EB APPROACH E F WB LT D D WB T/RT F E WB APPROACH E E NB LT/T/RT B F SB LT/T/RT B F OVERALL D F Timberline/Vine (signal) EB LT/T/RT B B WB LT/T/RT C B NB LT/T/RT C C SB LT/T/RT B B OVERALL B C Vine/Wagon Trail (stop sign) SB LT/RT B B EB LT A A OVERALL A A Vine/Greenfields (stop sign) SB LT B B SB RT B B SB APPROACH B B EB LT A A OVERALL A A Vine/Campfire (stop sign) SB LT/RT B B EB LT A A OVERALL A A DELICH Trail Head Tracts F & G TIS, September 2017 ASSOCIATES Page 21 IV. CONCLUSIONS This study assessed the impacts of Trail Head Tracts F & G on the street system in the vicinity of the proposed development in the short range (2022) future. As a result of this analysis, the following is concluded: - The development of the Trail Head Tracts F & G site is feasible from a traffic engineering standpoint. At full development, Trail Head Tracts F & G will generate approximately 582 daily trip ends, 47 morning peak hour trip ends, and 55 afternoon peak hour trip ends. - All intersections currently meet the Fort Collins level of service criteria with the existing traffic and geometry. - In the “Waters’ Edge West Traffic Impact Analysis,” the Timberline/Vine intersection was agreed to be signalized in the short range (2022) future. The other stop sign controlled intersections will not meet signal warrants in the short range (2022) future. - In the short range (2022) future, given development of Trail Head Tracts F & G and an increase in background traffic, the key intersections will meet the Fort Collins level of service criteria during the peak hours, except for the Lemay/Vine intersection. During the morning and afternoon peak hours, the eastbound and westbound through/right-turn movements operate at level of service E and F. - Trail Head Tracts F & G will not have an APF issue at the Lemay/Vine intersection, since less than 49 trips (10 trips AM/10 trips pm) will go through this intersection. - The short range (2022) geometry is shown in Figure 10. This is the existing geometry at all of the key intersections. At the Timberline/Vine intersection, auxiliary lanes are required with the existing traffic. However, physical constraints prevent expansion of the Timberline/Vine intersection. With the proposed Trail Head Tracts F & G, Greenfields Drive will be restriped (north of Green Lake Drive) to a collector street cross section. - Acceptable level of service is achieved for pedestrian and bicycle modes based upon the measures in the multi-modal transportation guidelines and the Fort Collins Pedestrian Plan. This area of Fort Collins is served by Transfort Route 14. APPENDIX A Page 4-34 Larimer County Urban Area Street Standards – Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment “A” Transportation Impact Study Base Assumptions Project Information Project Name Trail Head, Tracts F & G Project Location NW & NE quadrants Vine/Greenfields intersection TIS Assumptions Type of Study Full: Intermediate: Yes Study Area Boundaries North: Property Line South: Vine Dr. East: Campfire Dr. West: Timberline Rd. Study Years Short Range: 2022 Long Range: N/A Future Traffic Growth Rate 2%/year & other TIS’s Study Intersections 1. Timberline/Vine 5. 2. Vine/Wagon Trail 6. 3. Vine/Greenfields 7. 4. Vine/Campfire 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: N/A Trip Generation Rates (see attached) Per ITE Trip Adjustment Factors Passby: N/A Captive Market: N/A Trip Distribution (see attached) North 5% South 60% East 15% West 20% Mode Split Assumptions N/A Committed Roadway Improvements Other Traffic Studies Waters’ Edge West Areas Requiring Special Study Date: _____July 27, 2017__________________________________________ Traffic Engineer: _____Delich Associates_______________________________________ Local Entity Engineer: __________________________________________________________ BURLINGTON NORTHERN RAILROAD 25 Vine Timberline Greenfields Wagon Trail Campfire Mulberry SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Trail Head Tracts F & G TIS, August 2017 Page 3 SCALE: 1"=200' SITE PLAN Figure 5 DELICH ASSOCIATES Trail Head Tracts F & G TIS, August 2017 Page 5 Greenfields Dr. Campfire Dr. Wagon Trail Rd. East Vine Dr. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 230 Townhome 86 D.U. EQ 564 EQ 8 EQ 38 EQ 36 EQ 17 AD Vine Timberline Greenfields Wagon Trail Campfire 20% 15% 5% 60% SCALE: 1"=1000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Trail Head Tracts F & G TIS, August 2017 Page 3 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 2 DELICH ASSOCIATES Trail Head Tracts F & G TIS, August 2017 Page 5 3/1 3/2 1/2 0/3 1/3 3/1 16/7 2/1 0/2 3/2 3/15 2/3 13/6 1/0 0/1 19/8 3/13 4/18 5/22 0/2 2/7 2/1 7/3 23/10 Vine Greenfields Campfire Wagon Trail Timberline APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/27/2017 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Vine/Wagon Trail S = straight L = left turn Time Northbound: Southbound: Wagon Trail Total Eastbound: Vine Westbound: Vine Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 3 3 3 0 24 24 86 0 86 110 113 7:45 0 3 5 8 8 2 35 37 80 0 80 117 125 8:00 0 2 4 6 6 1 30 31 68 1 69 100 106 8:15 0 3 7 10 10 0 36 36 57 2 59 95 105 7:30-8:30 0 0 0 0 8 0 19 27 27 3 125 0 128 0 291 3 294 422 449 PHF n/a n/a n/a n/a 0.67 n/a 0.68 0.68 0.38 0.87 n/a 0.86 n/a 0.85 0.38 0.85 0.9 4:30 0 1 5 6 6 1 64 65 48 1 49 114 120 4:45 0 1 0 1 1 1 77 78 62 3 65 143 144 5:00 0 2 0 2 2 6 74 80 49 1 50 130 132 5:15 0 0 1 1 1 10 87 97 46 1 47 144 145 4:30-5:30 0 0 0 0 4 0 6 10 10 18 302 0 320 0 205 6 211 531 541 PHF n/a n/a n/a n/a 0.5 n/a 0.3 0.42 0.45 0.87 n/a 0.82 n/a 0.83 0.5 0.81 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/27/2017 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Vine/Greenfields S = straight L = left turn Time Northbound: Southbound: Greenfields Total Eastbound: Vine Westbound: Vine 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 3 8 11 11 0 24 24 78 0 78 102 113 7:45 0 2 6 8 8 0 38 38 74 0 74 112 120 8:00 0 4 5 9 9 3 29 32 64 0 64 96 105 8:15 0 1 10 11 11 0 39 39 49 0 49 88 99 7:30-8:30 0 0 0 0 10 0 29 39 39 3 130 0 133 0 265 0 265 398 437 PHF n/a n/a n/a n/a 0.63 n/a 0.73 0.89 0.25 0.83 n/a 0.85 n/a 0.85 n/a 0.85 0.91 4:30 0 1 0 1 1 5 60 65 49 0 49 114 115 4:45 0 0 1 1 1 3 75 78 64 4 68 146 147 5:00 0 3 0 3 3 5 71 76 50 0 50 126 129 5:15 0 0 0 0 0 5 82 87 47 0 47 134 134 4:30-5:30 0 0 0 0 4 0 1 5 5 18 288 0 306 0 210 4 214 520 525 PHF n/a n/a n/a n/a 0.33 n/a 0.25 0.42 0.9 0.88 n/a 0.88 n/a 0.82 0.25 0.79 0.89 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/27/2017 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Vine/Campfire S = straight L = left turn Time Northbound: Southbound: Campfire Total Eastbound: Vine Westbound: Vine 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 3 4 7 7 0 27 27 74 1 75 102 109 7:45 0 2 2 4 4 2 38 40 72 0 72 112 116 8:00 0 3 4 7 7 1 32 33 60 0 60 93 100 8:15 0 6 2 8 8 4 36 40 47 1 48 88 96 7:30-8:30 0 0 0 0 14 0 12 26 26 7 133 0 140 0 253 2 255 395 421 PHF n/a n/a n/a n/a 0.58 n/a 0.75 0.81 0.44 0.88 n/a 0.88 n/a 0.85 0.5 0.85 0.91 4:30 0 0 1 1 1 2 59 61 48 2 50 111 112 4:45 0 0 2 2 2 5 70 75 66 1 67 142 144 5:00 0 2 3 5 5 1 73 74 47 4 51 125 130 5:15 0 0 2 2 2 7 75 82 45 6 51 133 135 4:30-5:30 0 0 0 0 2 0 8 10 10 15 277 0 292 0 206 13 219 511 521 PHF n/a n/a n/a n/a 0.25 n/a 0.67 0.5 0.54 0.92 n/a 0.89 n/a 0.78 0.54 0.82 0.9 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 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) 9 155 84 127 246 119 39 298 56 58 556 25 Future Volume (veh/h) 9 155 84 127 246 119 39 298 56 58 556 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 1900 1863 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 10 180 76 148 286 122 45 347 59 67 647 28 Adj No. of Lanes 110110010010 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 99 211 89 211 266 114 114 861 141 113 1018 43 Arrive On Green 0.02 0.17 0.16 0.06 0.21 0.21 0.64 0.65 0.64 0.64 0.65 0.64 Sat Flow, veh/h 1774 1245 525 1774 1240 529 120 1319 217 119 1559 66 Grp Volume(v), veh/h 10 0 256 148 0 408 451 0 0 742 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1770 1774 0 1769 1655 0 0 1743 0 0 Q Serve(g_s), s 0.5 0.0 15.5 7.0 0.0 23.6 0.0 0.0 0.0 10.9 0.0 0.0 Cycle Q Clear(g_c), s 0.5 0.0 15.5 7.0 0.0 23.6 12.7 0.0 0.0 27.2 0.0 0.0 Prop In Lane 1.00 0.30 1.00 0.30 0.10 0.13 0.09 0.04 Lane Grp Cap(c), veh/h 99 0 300 211 0 380 1102 0 0 1158 0 0 V/C Ratio(X) 0.10 0.00 0.85 0.70 0.00 1.07 0.41 0.00 0.00 0.64 0.00 0.00 Avail Cap(c_a), veh/h 178 0 330 211 0 380 1102 0 0 1158 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 38.0 0.0 44.5 36.2 0.0 43.3 8.9 0.0 0.0 11.2 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 17.7 9.9 0.0 67.4 1.1 0.0 0.0 2.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 9.0 1.6 0.0 18.6 6.8 0.0 0.0 14.6 0.0 0.0 LnGrp Delay(d),s/veh 38.5 0.0 62.2 46.1 0.0 110.7 10.0 0.0 0.0 14.0 0.0 0.0 LnGrp LOS D E D F B B Approach Vol, veh/h 266 556 451 742 Approach Delay, s/veh 61.3 93.5 10.0 14.0 Approach LOS E F B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 75.8 11.0 23.2 75.8 6.1 28.1 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 69.0 6.0 19.5 69.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 29.2 9.0 17.5 14.7 2.5 25.6 Green Ext Time (p_c), s 5.7 0.0 0.2 5.7 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 41.3 HCM 2010 LOS D Timing Report, Sorted By Phase Recent AM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 74 11 25 74 11 25 Maximum Split (%) 67.3% 10.0% 22.7% 67.3% 10.0% 22.7% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 47 58 83 47 58 End Time (s) 47 58 83 47 58 83 Yield/Force Off (s) 42 53 77.5 42 53 77.5 Yield/Force Off 170(s) 32 53 67.5 32 53 67.5 Local Start Time (s) 41 5 16 41 5 16 Local Yield (s) 0 11 35.5 0 11 35.5 Local Yield 170(s) 100 11 25.5 100 11 25.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 12: Vine & Lemay HCM 2010 Signalized Intersection Summary Recent PM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 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) 16 292 104 101 205 135 64 696 208 109 458 40 Future Volume (veh/h) 16 292 104 101 205 135 64 696 208 109 458 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 1824 1863 1863 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 304 97 105 214 122 67 725 209 114 477 41 Adj No. of Lanes 110110010010 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 124 237 76 163 235 134 103 1018 287 207 856 71 Arrive On Green 0.02 0.17 0.17 0.06 0.21 0.20 0.80 0.81 0.80 0.80 0.81 0.80 Sat Flow, veh/h 1774 1354 432 1774 1115 636 88 1259 355 213 1059 88 Grp Volume(v), veh/h 17 0 401 105 0 336 1001 0 0 632 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1786 1774 0 1751 1702 0 0 1360 0 0 Q Serve(g_s), s 0.9 0.0 21.0 5.7 0.0 22.5 10.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.9 0.0 21.0 5.7 0.0 22.5 31.1 0.0 0.0 16.2 0.0 0.0 Prop In Lane 1.00 0.24 1.00 0.36 0.07 0.21 0.18 0.06 Lane Grp Cap(c), veh/h 124 0 313 163 0 369 1394 0 0 1123 0 0 V/C Ratio(X) 0.14 0.00 1.28 0.64 0.00 0.91 0.72 0.00 0.00 0.56 0.00 0.00 Avail Cap(c_a), veh/h 187 0 313 163 0 369 1394 0 0 1123 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 40.4 0.0 49.6 38.1 0.0 46.5 5.1 0.0 0.0 3.4 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 149.4 8.3 0.0 28.3 3.2 0.0 0.0 2.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 23.3 3.1 0.0 13.8 16.7 0.0 0.0 7.7 0.0 0.0 LnGrp Delay(d),s/veh 40.9 0.0 199.1 46.3 0.0 74.7 8.4 0.0 0.0 5.5 0.0 0.0 LnGrp LOS D F D E A A Approach Vol, veh/h 418 441 1001 632 Approach Delay, s/veh 192.6 68.0 8.4 5.5 Approach LOS F E A A Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 101.5 11.0 25.0 101.5 6.7 29.3 Change Period (Y+Rc), s 5.0 5.0 5.0 * 5 5.0 5.0 Max Green Setting (Gmax), s 79.0 6.0 20.0 * 80 6.0 20.0 Max Q Clear Time (g_c+I1), s 18.2 7.7 23.0 33.1 2.9 24.5 Green Ext Time (p_c), s 42.4 0.0 0.0 34.8 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 49.1 HCM 2010 LOS D Notes Timing Report, Sorted By Phase Recent PM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 84 11 25 84 11 25 Maximum Split (%) 70.0% 9.2% 20.8% 70.0% 9.2% 20.8% Minimum Split (s) 22 11 23 22 11 23 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 21121 Minimum Initial (s) 747747 Vehicle Extension (s) 636636 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 49 13 24 49 13 24 End Time (s) 13 24 49 13 24 49 Yield/Force Off (s) 8 19 44 8.5 19 44 Yield/Force Off 170(s) 118 19 34 118.5 19 34 Local Start Time (s) 36 0 11 36 0 11 Local Yield (s) 115 6 31 115.5 6 31 Local Yield 170(s) 105 6 21 105.5 6 21 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 12: Vine & Lemay HCM 2010 AWSC Recent AM 3: Timberline & Vine Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent am.syn Intersection Intersection Delay, s/veh 23.6 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 38 96 135 0 146 189 6 0 92 86 28 Future Vol, veh/h 0 38 96 135 0 146 189 6 0 92 86 28 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 42 107 150 0 162 210 7 0 102 96 31 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 19.2 27.9 17.2 HCM LOS C D C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 45% 14% 43% 1% Vol Thru, % 42% 36% 55% 82% Vol Right, % 14% 50% 2% 17% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 206 269 341 342 LT Vol 92 38 146 4 Through Vol 86 96 189 281 RT Vol 28 135 6 57 Lane Flow Rate 229 299 379 380 Geometry Grp 1111 Degree of Util (X) 0.476 0.578 0.742 0.731 Departure Headway (Hd) 7.481 6.959 7.047 6.921 Convergence, Y/N Yes Yes Yes Yes Cap 478 517 512 521 Service Time 5.564 5.035 5.116 4.992 HCM Lane V/C Ratio 0.479 0.578 0.74 0.729 HCM Control Delay 17.2 19.2 27.9 26.7 HCM Lane LOS CCDD HCM 95th-tile Q 2.5 3.6 6.2 6 HCM 2010 AWSC Recent AM 3: Timberline & Vine Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent am.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 281 57 Future Vol, veh/h 0 4 281 57 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 4 312 63 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 26.7 HCM LOS D HCM 2010 AWSC Recent PM 3: Timberline & Vine Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Intersection Delay, s/veh 35.3 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 67 232 95 0 71 152 11 0 113 220 82 Future Vol, veh/h 0 67 232 95 0 71 152 11 0 113 220 82 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 74 258 106 0 79 169 12 0 126 244 91 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 40.3 20.7 46.7 HCM LOS E C E Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 27% 17% 30% 5% Vol Thru, % 53% 59% 65% 71% Vol Right, % 20% 24% 5% 25% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 415 394 234 177 LT Vol 113 67 71 8 Through Vol 220 232 152 125 RT Vol 82 95 11 44 Lane Flow Rate 461 438 260 197 Geometry Grp 1111 Degree of Util (X) 0.904 0.861 0.568 0.436 Departure Headway (Hd) 7.171 7.195 7.869 7.973 Convergence, Y/N Yes Yes Yes Yes Cap 507 508 460 454 Service Time 5.171 5.195 5.869 5.993 HCM Lane V/C Ratio 0.909 0.862 0.565 0.434 HCM Control Delay 46.7 40.3 20.7 17 HCM Lane LOS E E C C HCM 95th-tile Q 10.4 9.1 3.5 2.2 HCM 2010 AWSC Recent PM 3: Timberline & Vine Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 8 125 44 Future Vol, veh/h 0 8 125 44 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 9 139 49 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 17 HCM LOS C HCM 2010 TWSC Recent AM 6: Vine & Wagon Trail Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 125 304 3 8 20 Future Vol, veh/h 3 125 304 3 8 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 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 3 139 338 3 9 22 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 341 0 - 0 485 339 Stage 1 - - - - 339 - Stage 2 - - - - 146 - 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 1218 - - - 541 703 Stage 1 - - - - 722 - Stage 2 - - - - 881 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1218 - - - 540 703 Mov Cap-2 Maneuver - - - - 540 - Stage 1 - - - - 722 - Stage 2 - - - - 879 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1218 - - - 647 HCM Lane V/C Ratio 0.003 - - - 0.048 HCM Control Delay (s) 8 - - - 10.8 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 2010 TWSC Recent PM 6: Vine & Wagon Trail Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 287 228 6 4 6 Future Vol, veh/h 18 287 228 6 4 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 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 19 309 245 6 4 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 252 0 - 0 595 248 Stage 1 - - - - 248 - Stage 2 - - - - 347 - 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 1313 - - - 467 791 Stage 1 - - - - 793 - Stage 2 - - - - 716 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1313 - - - 460 791 Mov Cap-2 Maneuver - - - - 460 - Stage 1 - - - - 793 - Stage 2 - - - - 706 - Approach EB WB SB HCM Control Delay, s 0.5 0 11 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1313 - - - 614 HCM Lane V/C Ratio 0.015 - - - 0.018 HCM Control Delay (s) 7.8 - - - 11 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Recent AM 8: Vine & Greenfields Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 130 274 1 11 32 Future Vol, veh/h 3 130 274 1 11 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 143 301 1 12 35 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 302 0 - 0 451 302 Stage 1 - - - - 302 - Stage 2 - - - - 149 - 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 1259 - - - 566 738 Stage 1 - - - - 750 - Stage 2 - - - - 879 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1259 - - - 565 738 Mov Cap-2 Maneuver - - - - 565 - Stage 1 - - - - 750 - Stage 2 - - - - 877 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1259 - - - 565 738 HCM Lane V/C Ratio 0.003 - - - 0.021 0.048 HCM Control Delay (s) 7.9 - - - 11.5 10.1 HCM Lane LOS A - - - B B HCM 95th %tile Q(veh) 0 - - - 0.1 0.1 HCM 2010 TWSC Recent PM 8: Vine & Greenfields Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 273 232 5 4 2 Future Vol, veh/h 18 273 232 5 4 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 20 307 261 6 4 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 266 0 - 0 610 263 Stage 1 - - - - 263 - Stage 2 - - - - 347 - 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 1298 - - - 458 776 Stage 1 - - - - 781 - Stage 2 - - - - 716 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1298 - - - 451 776 Mov Cap-2 Maneuver - - - - 451 - Stage 1 - - - - 781 - Stage 2 - - - - 705 - Approach EB WB SB HCM Control Delay, s 0.5 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1298 - - - 451 776 HCM Lane V/C Ratio 0.016 - - - 0.01 0.003 HCM Control Delay (s) 7.8 - - - 13.1 9.7 HCM Lane LOS A - - - B A HCM 95th %tile Q(veh) 0 - - - 0 0 HCM 2010 TWSC Recent AM 10: Vine & Campfire Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 134 262 2 14 13 Future Vol, veh/h 7 134 262 2 14 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 147 288 2 15 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 290 0 - 0 452 289 Stage 1 - - - - 289 - Stage 2 - - - - 163 - 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 1272 - - - 565 750 Stage 1 - - - - 760 - Stage 2 - - - - 866 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1272 - - - 561 750 Mov Cap-2 Maneuver - - - - 561 - Stage 1 - - - - 760 - Stage 2 - - - - 861 - Approach EB WB SB HCM Control Delay, s 0.4 0 10.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1272 - - - 638 HCM Lane V/C Ratio 0.006 - - - 0.047 HCM Control Delay (s) 7.8 - - - 10.9 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Recent PM 10: Vine & Campfire Trail Head Tracts F & G 07/31/2017 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 15 262 228 13 2 9 Future Vol, veh/h 15 262 228 13 2 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 288 251 14 2 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 265 0 - 0 579 258 Stage 1 - - - - 258 - Stage 2 - - - - 321 - 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 1299 - - - 477 781 Stage 1 - - - - 785 - Stage 2 - - - - 735 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1299 - - - 471 781 Mov Cap-2 Maneuver - - - - 471 - Stage 1 - - - - 785 - Stage 2 - - - - 726 - Approach EB WB SB HCM Control Delay, s 0.4 0 10.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1299 - - - 698 HCM Lane V/C Ratio 0.013 - - - 0.017 HCM Control Delay (s) 7.8 - - - 10.2 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 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 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 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 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) 11 179 88 137 260 125 41 319 67 67 603 30 Future Volume (veh/h) 11 179 88 137 260 125 41 319 67 67 603 30 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 1900 1863 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 13 208 83 159 302 129 48 371 71 78 701 34 Adj No. of Lanes 110110010010 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 103 236 94 207 284 121 107 804 148 119 969 46 Arrive On Green 0.02 0.19 0.18 0.06 0.23 0.22 0.63 0.64 0.63 0.63 0.64 0.63 Sat Flow, veh/h 1774 1268 506 1774 1240 530 111 1263 233 131 1523 72 Grp Volume(v), veh/h 13 0 291 159 0 431 490 0 0 813 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1773 1774 0 1769 1607 0 0 1726 0 0 Q Serve(g_s), s 0.6 0.0 17.6 7.0 0.0 25.2 0.0 0.0 0.0 19.9 0.0 0.0 Cycle Q Clear(g_c), s 0.6 0.0 17.6 7.0 0.0 25.2 14.9 0.0 0.0 34.8 0.0 0.0 Prop In Lane 1.00 0.29 1.00 0.30 0.10 0.14 0.10 0.04 Lane Grp Cap(c), veh/h 103 0 331 207 0 405 1044 0 0 1119 0 0 V/C Ratio(X) 0.13 0.00 0.88 0.77 0.00 1.06 0.47 0.00 0.00 0.73 0.00 0.00 Avail Cap(c_a), veh/h 178 0 331 207 0 405 1044 0 0 1119 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 36.7 0.0 43.7 36.3 0.0 42.6 10.0 0.0 0.0 13.4 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 22.9 15.8 0.0 62.7 1.5 0.0 0.0 4.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 10.7 2.3 0.0 19.3 8.0 0.0 0.0 18.4 0.0 0.0 LnGrp Delay(d),s/veh 37.3 0.0 66.6 52.1 0.0 105.2 11.6 0.0 0.0 17.5 0.0 0.0 LnGrp LOS D E D F B B Approach Vol, veh/h 304 590 490 813 Approach Delay, s/veh 65.3 90.9 11.6 17.5 Approach LOS E F B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 74.0 11.0 25.0 74.0 6.3 29.7 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 69.0 6.0 19.5 69.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 36.8 9.0 19.6 16.9 2.6 27.2 Green Ext Time (p_c), s 6.5 0.0 0.0 6.7 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 42.5 HCM 2010 LOS D Timing Report, Sorted By Phase Short Bkgrd AM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 74 11 25 74 11 25 Maximum Split (%) 67.3% 10.0% 22.7% 67.3% 10.0% 22.7% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 47 58 83 47 58 End Time (s) 47 58 83 47 58 83 Yield/Force Off (s) 42 53 77.5 42 53 77.5 Yield/Force Off 170(s) 32 53 67.5 32 53 67.5 Local Start Time (s) 41 5 16 41 5 16 Local Yield (s) 0 11 35.5 0 11 35.5 Local Yield 170(s) 100 11 25.5 100 11 25.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 12: Vine & Lemay HCM 2010 Signalized Intersection Summary Short Bkgrd PM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 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) 21 307 109 108 216 142 67 753 223 115 494 44 Future Volume (veh/h) 21 307 109 108 216 142 67 753 223 115 494 44 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 1824 1863 1863 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 22 320 103 112 225 128 70 784 224 120 515 45 Adj No. of Lanes 110110010010 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 113 236 76 163 232 132 82 751 210 108 434 36 Arrive On Green 0.03 0.17 0.17 0.06 0.21 0.20 0.66 0.67 0.66 0.66 0.67 0.66 Sat Flow, veh/h 1774 1351 435 1774 1116 635 74 1127 315 109 651 54 Grp Volume(v), veh/h 22 0 423 112 0 353 1078 0 0 680 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1786 1774 0 1751 1516 0 0 814 0 0 Q Serve(g_s), s 1.2 0.0 21.0 6.1 0.0 24.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.2 0.0 21.0 6.1 0.0 24.0 79.0 0.0 0.0 79.0 0.0 0.0 Prop In Lane 1.00 0.24 1.00 0.36 0.06 0.21 0.18 0.07 Lane Grp Cap(c), veh/h 113 0 313 163 0 364 1030 0 0 571 0 0 V/C Ratio(X) 0.19 0.00 1.35 0.69 0.00 0.97 1.05 0.00 0.00 1.19 0.00 0.00 Avail Cap(c_a), veh/h 171 0 313 163 0 364 1030 0 0 571 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 40.5 0.0 49.6 38.3 0.0 47.4 19.7 0.0 0.0 17.3 0.0 0.0 Incr Delay (d2), s/veh 0.8 0.0 178.7 11.2 0.0 40.1 41.0 0.0 0.0 102.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 25.8 3.4 0.0 15.6 46.1 0.0 0.0 35.3 0.0 0.0 LnGrp Delay(d),s/veh 41.4 0.0 228.3 49.5 0.0 87.5 60.8 0.0 0.0 119.7 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 445 465 1078 680 Approach Delay, s/veh 219.0 78.3 60.8 119.7 Approach LOS F E E F Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 84.0 11.0 25.0 84.0 7.1 28.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 79.0 6.0 20.0 79.0 6.0 20.0 Max Q Clear Time (g_c+I1), s 81.0 8.1 23.0 81.0 3.2 26.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 105.3 HCM 2010 LOS F Timing Report, Sorted By Phase Short Bkgrd PM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 84 11 25 84 11 25 Maximum Split (%) 70.0% 9.2% 20.8% 70.0% 9.2% 20.8% Minimum Split (s) 22 11 23 22 11 23 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 636636 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 49 13 24 49 13 24 End Time (s) 13 24 49 13 24 49 Yield/Force Off (s) 8 19 44 8 19 44 Yield/Force Off 170(s) 118 19 34 118 19 34 Local Start Time (s) 36 0 11 36 0 11 Local Yield (s) 115 6 31 115 6 31 Local Yield 170(s) 105 6 21 105 6 21 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 130 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 12: Vine & Lemay HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: Timberline & Vine Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb am signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 43 104 188 165 205 6 227 116 49 4 325 66 Future Volume (veh/h) 43 104 188 165 205 6 227 116 49 4 325 66 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 1900 1863 1900 1900 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 48 116 126 183 228 6 252 129 44 4 361 60 Adj No. of Lanes 010010010010 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 144 278 259 315 322 8 409 193 56 75 695 115 Arrive On Green 0.33 0.35 0.33 0.33 0.35 0.33 0.43 0.45 0.43 0.43 0.45 0.43 Sat Flow, veh/h 169 793 739 598 916 22 657 431 126 4 1555 256 Grp Volume(v), veh/h 290 0 0 417 0 0 425 0 0 425 0 0 Grp Sat Flow(s),veh/h/ln 1700 0 0 1536 0 0 1214 0 0 1815 0 0 Q Serve(g_s), s 0.0 0.0 0.0 5.3 0.0 0.0 6.5 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.6 0.0 0.0 11.9 0.0 0.0 15.0 0.0 0.0 8.5 0.0 0.0 Prop In Lane 0.17 0.43 0.44 0.01 0.59 0.10 0.01 0.14 Lane Grp Cap(c), veh/h 648 0 0 613 0 0 634 0 0 848 0 0 V/C Ratio(X) 0.45 0.00 0.00 0.68 0.00 0.00 0.67 0.00 0.00 0.50 0.00 0.00 Avail Cap(c_a), veh/h 795 0 0 748 0 0 775 0 0 1063 0 0 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 12.8 0.0 0.0 14.3 0.0 0.0 11.8 0.0 0.0 10.0 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 0.0 1.9 0.0 0.0 1.7 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 0.0 0.0 5.6 0.0 0.0 5.5 0.0 0.0 4.4 0.0 0.0 LnGrp Delay(d),s/veh 13.3 0.0 0.0 16.1 0.0 0.0 13.5 0.0 0.0 10.4 0.0 0.0 LnGrp LOS BBBB Approach Vol, veh/h 290 417 425 425 Approach Delay, s/veh 13.3 16.1 13.5 10.4 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.1 22.4 27.1 22.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 27.0 21.0 27.0 21.0 Max Q Clear Time (g_c+I1), s 17.0 8.6 10.5 13.9 Green Ext Time (p_c), s 4.1 3.5 5.5 2.4 Intersection Summary HCM 2010 Ctrl Delay 13.3 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd AM 3: Timberline & Vine Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb am signal.syn Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Min None Min None Maximum Split (s) 33 27 33 27 Maximum Split (%) 55.0% 45.0% 55.0% 45.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 33 0 33 End Time (s) 33 0 33 0 Yield/Force Off (s) 27 54 27 54 Yield/Force Off 170(s) 27 43 27 43 Local Start Time (s) 0 33 0 33 Local Yield (s) 27 54 27 54 Local Yield 170(s) 27 43 27 43 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 3: Timberline & Vine HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Timberline & Vine Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb pm signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 78 251 243 98 164 12 200 268 101 9 156 51 Future Volume (veh/h) 78 251 243 98 164 12 200 268 101 9 156 51 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 1900 1863 1900 1900 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 87 279 221 109 182 11 222 298 98 10 173 36 Adj No. of Lanes 010010010010 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 142 336 246 204 313 16 312 351 109 76 657 131 Arrive On Green 0.37 0.39 0.37 0.37 0.39 0.37 0.43 0.44 0.43 0.43 0.44 0.43 Sat Flow, veh/h 185 865 634 311 806 42 518 794 247 26 1484 297 Grp Volume(v), veh/h 587 0 0 302 0 0 618 0 0 219 0 0 Grp Sat Flow(s),veh/h/ln 1683 0 0 1159 0 0 1559 0 0 1808 0 0 Q Serve(g_s), s 7.9 0.0 0.0 0.0 0.0 0.0 17.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 19.7 0.0 0.0 11.8 0.0 0.0 22.0 0.0 0.0 4.6 0.0 0.0 Prop In Lane 0.15 0.38 0.36 0.04 0.36 0.16 0.05 0.16 Lane Grp Cap(c), veh/h 695 0 0 513 0 0 746 0 0 833 0 0 V/C Ratio(X) 0.85 0.00 0.00 0.59 0.00 0.00 0.83 0.00 0.00 0.26 0.00 0.00 Avail Cap(c_a), veh/h 698 0 0 516 0 0 770 0 0 860 0 0 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 17.2 0.0 0.0 14.1 0.0 0.0 15.2 0.0 0.0 10.5 0.0 0.0 Incr Delay (d2), s/veh 9.4 0.0 0.0 1.7 0.0 0.0 7.3 0.0 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.1 0.0 0.0 4.3 0.0 0.0 11.1 0.0 0.0 2.4 0.0 0.0 LnGrp Delay(d),s/veh 26.5 0.0 0.0 15.9 0.0 0.0 22.5 0.0 0.0 10.7 0.0 0.0 LnGrp LOS C B C B Approach Vol, veh/h 587 302 618 219 Approach Delay, s/veh 26.5 15.9 22.5 10.7 Approach LOS C B C B Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 31.1 27.9 31.1 27.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 26.0 22.0 26.0 22.0 Max Q Clear Time (g_c+I1), s 24.0 21.7 6.6 13.8 Green Ext Time (p_c), s 1.1 0.2 5.7 3.5 Intersection Summary HCM 2010 Ctrl Delay 21.2 HCM 2010 LOS C Timing Report, Sorted By Phase Short Bkgrd PM 3: Timberline & Vine Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb pm signal.syn Phase Number 2468 Movement NBTL EBTL SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Min None Min None Maximum Split (s) 32 28 32 28 Maximum Split (%) 53.3% 46.7% 53.3% 46.7% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 32 0 32 End Time (s) 32 0 32 0 Yield/Force Off (s) 26 54 26 54 Yield/Force Off 170(s) 26 43 26 43 Local Start Time (s) 0 32 0 32 Local Yield (s) 26 54 26 54 Local Yield 170(s) 26 43 26 43 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 70 Splits and Phases: 3: Timberline & Vine HCM 2010 TWSC Short Bkgrd AM 6: Vine & Wagon Trail Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 154 339 3 8 20 Future Vol, veh/h 3 154 339 3 8 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 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 3 171 377 3 9 22 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 380 0 - 0 556 378 Stage 1 - - - - 378 - Stage 2 - - - - 178 - 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 1178 - - - 492 669 Stage 1 - - - - 693 - Stage 2 - - - - 853 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1178 - - - 491 669 Mov Cap-2 Maneuver - - - - 491 - Stage 1 - - - - 693 - Stage 2 - - - - 851 - Approach EB WB SB HCM Control Delay, s 0.2 0 11.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1178 - - - 606 HCM Lane V/C Ratio 0.003 - - - 0.051 HCM Control Delay (s) 8.1 - - - 11.3 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 2010 TWSC Short Bkgrd PM 6: Vine & Wagon Trail Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 326 268 6 4 6 Future Vol, veh/h 18 326 268 6 4 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 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 19 351 288 6 4 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 295 0 - 0 680 291 Stage 1 - - - - 291 - Stage 2 - - - - 389 - 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 1266 - - - 417 748 Stage 1 - - - - 759 - Stage 2 - - - - 685 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1266 - - - 411 748 Mov Cap-2 Maneuver - - - - 411 - Stage 1 - - - - 759 - Stage 2 - - - - 675 - Approach EB WB SB HCM Control Delay, s 0.4 0 11.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1266 - - - 563 HCM Lane V/C Ratio 0.015 - - - 0.019 HCM Control Delay (s) 7.9 - - - 11.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Short Bkgrd AM 8: Vine & Greenfields Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 159 310 1 11 32 Future Vol, veh/h 3 159 310 1 11 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 175 341 1 12 35 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 342 0 - 0 522 341 Stage 1 - - - - 341 - Stage 2 - - - - 181 - 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 - - - 515 701 Stage 1 - - - - 720 - Stage 2 - - - - 850 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1217 - - - 514 701 Mov Cap-2 Maneuver - - - - 514 - Stage 1 - - - - 720 - Stage 2 - - - - 848 - Approach EB WB SB HCM Control Delay, s 0.1 0 10.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1217 - - - 514 701 HCM Lane V/C Ratio 0.003 - - - 0.024 0.05 HCM Control Delay (s) 8 - - - 12.2 10.4 HCM Lane LOS A - - - B B HCM 95th %tile Q(veh) 0 - - - 0.1 0.2 HCM 2010 TWSC Short Bkgrd PM 8: Vine & Greenfields Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 312 272 5 4 2 Future Vol, veh/h 18 312 272 5 4 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 20 351 306 6 4 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 311 0 - 0 699 308 Stage 1 - - - - 308 - Stage 2 - - - - 391 - 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 1249 - - - 406 732 Stage 1 - - - - 745 - Stage 2 - - - - 683 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1249 - - - 399 732 Mov Cap-2 Maneuver - - - - 399 - Stage 1 - - - - 745 - Stage 2 - - - - 672 - Approach EB WB SB HCM Control Delay, s 0.4 0 12.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1249 - - - 399 732 HCM Lane V/C Ratio 0.016 - - - 0.011 0.003 HCM Control Delay (s) 7.9 - - - 14.1 9.9 HCM Lane LOS A - - - B A HCM 95th %tile Q(veh) 0 - - - 0 0 HCM 2010 TWSC Short Bkgrd AM 10: Vine & Campfire Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 163 298 2 14 13 Future Vol, veh/h 7 163 298 2 14 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 179 327 2 15 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 330 0 - 0 524 329 Stage 1 - - - - 329 - Stage 2 - - - - 195 - 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 1229 - - - 514 712 Stage 1 - - - - 729 - Stage 2 - - - - 838 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1229 - - - 511 712 Mov Cap-2 Maneuver - - - - 511 - Stage 1 - - - - 729 - Stage 2 - - - - 833 - Approach EB WB SB HCM Control Delay, s 0.3 0 11.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1229 - - - 591 HCM Lane V/C Ratio 0.006 - - - 0.05 HCM Control Delay (s) 7.9 - - - 11.4 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 2010 TWSC Short Bkgrd PM 10: Vine & Campfire Trail Head Tracts F & G 08/02/2017 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 15 301 268 13 2 9 Future Vol, veh/h 15 301 268 13 2 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 331 295 14 2 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 309 0 - 0 666 302 Stage 1 - - - - 302 - Stage 2 - - - - 364 - 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 1252 - - - 425 738 Stage 1 - - - - 750 - Stage 2 - - - - 703 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1252 - - - 420 738 Mov Cap-2 Maneuver - - - - 420 - Stage 1 - - - - 750 - Stage 2 - - - - 694 - Approach EB WB SB HCM Control Delay, s 0.4 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1252 - - - 649 HCM Lane V/C Ratio 0.013 - - - 0.019 HCM Control Delay (s) 7.9 - - - 10.7 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 APPENDIX E HCM 2010 Signalized Intersection Summary Short Total AM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 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) 11 180 88 141 264 125 41 319 68 67 603 30 Future Volume (veh/h) 11 180 88 141 264 125 41 319 68 67 603 30 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 1900 1863 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 13 209 83 164 307 129 48 371 72 78 701 34 Adj No. of Lanes 110110010010 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 103 237 94 206 285 120 107 802 150 119 969 46 Arrive On Green 0.02 0.19 0.18 0.06 0.23 0.22 0.63 0.64 0.63 0.63 0.64 0.63 Sat Flow, veh/h 1774 1270 504 1774 1247 524 111 1261 236 131 1523 72 Grp Volume(v), veh/h 13 0 292 164 0 436 491 0 0 813 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1774 1774 0 1770 1607 0 0 1726 0 0 Q Serve(g_s), s 0.6 0.0 17.6 7.0 0.0 25.2 0.0 0.0 0.0 19.9 0.0 0.0 Cycle Q Clear(g_c), s 0.6 0.0 17.6 7.0 0.0 25.2 15.0 0.0 0.0 34.8 0.0 0.0 Prop In Lane 1.00 0.28 1.00 0.30 0.10 0.15 0.10 0.04 Lane Grp Cap(c), veh/h 103 0 331 206 0 405 1044 0 0 1119 0 0 V/C Ratio(X) 0.13 0.00 0.88 0.79 0.00 1.08 0.47 0.00 0.00 0.73 0.00 0.00 Avail Cap(c_a), veh/h 178 0 331 206 0 405 1044 0 0 1119 0 0 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 0.00 1.00 0.09 0.00 0.09 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 36.7 0.0 43.7 36.9 0.0 42.6 10.1 0.0 0.0 13.4 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 23.3 2.0 0.0 39.0 1.5 0.0 0.0 4.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 10.7 1.7 0.0 16.7 8.0 0.0 0.0 18.4 0.0 0.0 LnGrp Delay(d),s/veh 37.3 0.0 67.1 38.9 0.0 81.5 11.6 0.0 0.0 17.5 0.0 0.0 LnGrp LOS D E D F B B Approach Vol, veh/h 305 600 491 813 Approach Delay, s/veh 65.8 69.9 11.6 17.5 Approach LOS EEBB Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 74.0 11.0 25.0 74.0 6.3 29.7 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 69.0 6.0 19.5 69.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 36.8 9.0 19.6 17.0 2.6 27.2 Green Ext Time (p_c), s 6.5 0.0 0.0 6.8 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 37.1 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total AM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st am.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 74 11 25 74 11 25 Maximum Split (%) 67.3% 10.0% 22.7% 67.3% 10.0% 22.7% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 47 58 83 47 58 End Time (s) 47 58 83 47 58 83 Yield/Force Off (s) 42 53 77.5 42 53 77.5 Yield/Force Off 170(s) 32 53 67.5 32 53 67.5 Local Start Time (s) 41 5 16 41 5 16 Local Yield (s) 0 11 35.5 0 11 35.5 Local Yield 170(s) 100 11 25.5 100 11 25.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 12: Vine & Lemay HCM 2010 Signalized Intersection Summary Short Total PM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 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) 21 311 109 109 218 142 67 753 226 115 494 44 Future Volume (veh/h) 21 311 109 109 218 142 67 753 226 115 494 44 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 1824 1863 1863 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 22 324 103 114 227 128 70 784 227 120 515 45 Adj No. of Lanes 110110010010 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 112 237 75 163 233 131 81 749 212 108 434 36 Arrive On Green 0.03 0.17 0.17 0.06 0.21 0.20 0.66 0.67 0.66 0.66 0.67 0.66 Sat Flow, veh/h 1774 1356 431 1774 1120 631 74 1124 318 109 650 54 Grp Volume(v), veh/h 22 0 427 114 0 355 1081 0 0 680 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1787 1774 0 1751 1517 0 0 813 0 0 Q Serve(g_s), s 1.2 0.0 21.0 6.2 0.0 24.2 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.2 0.0 21.0 6.2 0.0 24.2 79.0 0.0 0.0 79.0 0.0 0.0 Prop In Lane 1.00 0.24 1.00 0.36 0.06 0.21 0.18 0.07 Lane Grp Cap(c), veh/h 112 0 313 163 0 364 1030 0 0 571 0 0 V/C Ratio(X) 0.20 0.00 1.37 0.70 0.00 0.98 1.05 0.00 0.00 1.19 0.00 0.00 Avail Cap(c_a), veh/h 170 0 313 163 0 364 1030 0 0 571 0 0 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 0.00 1.00 0.62 0.00 0.62 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 40.6 0.0 49.6 38.3 0.0 47.4 19.7 0.0 0.0 17.2 0.0 0.0 Incr Delay (d2), s/veh 0.8 0.0 183.8 7.8 0.0 31.6 41.8 0.0 0.0 102.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 26.3 3.4 0.0 14.9 46.3 0.0 0.0 35.3 0.0 0.0 LnGrp Delay(d),s/veh 41.4 0.0 233.4 46.1 0.0 79.0 61.6 0.0 0.0 120.1 0.0 0.0 LnGrp LOS D F D E F F Approach Vol, veh/h 449 469 1081 680 Approach Delay, s/veh 224.0 71.0 61.6 120.1 Approach LOS F E E F Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 84.0 11.0 25.0 84.0 7.1 28.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 79.0 6.0 20.0 79.0 6.0 20.0 Max Q Clear Time (g_c+I1), s 81.0 8.2 23.0 81.0 3.2 26.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 105.3 HCM 2010 LOS F Timing Report, Sorted By Phase Short Total PM 12: Vine & Lemay Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 84 11 25 84 11 25 Maximum Split (%) 70.0% 9.2% 20.8% 70.0% 9.2% 20.8% Minimum Split (s) 22 11 23 22 11 23 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 636636 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 49 13 24 49 13 24 End Time (s) 13 24 49 13 24 49 Yield/Force Off (s) 8 19 44 8 19 44 Yield/Force Off 170(s) 118 19 34 118 19 34 Local Start Time (s) 36 0 11 36 0 11 Local Yield (s) 115 6 31 115 6 31 Local Yield 170(s) 105 6 21 105 6 21 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 130 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 12: Vine & Lemay HCM 2010 Signalized Intersection Summary Short Total AM 3: Timberline & Vine Trail Head Tracts F & G 09/11/2017 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) 43 106 188 188 213 8 227 116 54 4 325 66 Future Volume (veh/h) 43 106 188 188 213 8 227 116 54 4 325 66 Number 5 2 12 1 6 16 3 8 18 7 4 14 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 1900 1863 1900 1900 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 48 118 125 209 237 8 252 129 50 4 361 60 Adj No. of Lanes 010010010010 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 134 302 276 325 312 10 376 175 60 62 700 115 Arrive On Green 0.37 0.38 0.37 0.37 0.38 0.37 0.43 0.45 0.43 0.43 0.45 0.43 Sat Flow, veh/h 167 788 719 620 815 26 624 389 133 4 1556 256 Grp Volume(v), veh/h 291 0 0 454 0 0 431 0 0 425 0 0 Grp Sat Flow(s),veh/h/ln 1675 0 0 1461 0 0 1146 0 0 1817 0 0 Q Serve(g_s), s 0.0 0.0 0.0 9.3 0.0 0.0 10.6 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.6 0.0 0.0 16.9 0.0 0.0 20.8 0.0 0.0 10.2 0.0 0.0 Prop In Lane 0.16 0.43 0.46 0.02 0.58 0.12 0.01 0.14 Lane Grp Cap(c), veh/h 684 0 0 623 0 0 592 0 0 848 0 0 V/C Ratio(X) 0.43 0.00 0.00 0.73 0.00 0.00 0.73 0.00 0.00 0.50 0.00 0.00 Avail Cap(c_a), veh/h 684 0 0 623 0 0 592 0 0 848 0 0 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) 0.32 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 14.0 0.0 0.0 16.7 0.0 0.0 15.2 0.0 0.0 11.9 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 0.0 7.3 0.0 0.0 7.7 0.0 0.0 2.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 0.0 0.0 8.2 0.0 0.0 7.8 0.0 0.0 5.7 0.0 0.0 LnGrp Delay(d),s/veh 14.6 0.0 0.0 24.0 0.0 0.0 22.8 0.0 0.0 14.1 0.0 0.0 LnGrp LOS B C C B Approach Vol, veh/h 291 454 431 425 Approach Delay, s/veh 14.6 24.0 22.8 14.1 Approach LOS B C C B Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 28.0 32.0 28.0 32.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 22.0 26.0 22.0 26.0 Max Q Clear Time (g_c+I1), s 9.6 12.2 18.9 22.8 Green Ext Time (p_c), s 3.7 5.0 1.3 1.7 Intersection Summary HCM 2010 Ctrl Delay 19.3 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 3: Timberline & Vine Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st am.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 28 32 28 32 Maximum Split (%) 46.7% 53.3% 46.7% 53.3% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 1 33 1 End Time (s) 1 33 1 33 Yield/Force Off (s) 55 27 55 27 Yield/Force Off 170(s) 44 16 44 16 Local Start Time (s) 0 28 0 28 Local Yield (s) 22 54 22 54 Local Yield 170(s) 11 43 11 43 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 33 (55%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Timberline & Vine HCM 2010 Signalized Intersection Summary Short Total PM 3: Timberline & Vine Trail Head Tracts F & G 09/11/2017 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) 78 258 243 109 167 13 200 268 123 11 156 51 Future Volume (veh/h) 78 258 243 109 167 13 200 268 123 11 156 51 Number 5 2 12 1 6 16 3 8 18 7 4 14 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 1900 1863 1900 1900 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 87 287 222 121 186 11 222 298 119 12 173 36 Adj No. of Lanes 010010010010 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 144 364 261 224 318 16 293 320 122 77 614 122 Arrive On Green 0.40 0.42 0.40 0.40 0.42 0.40 0.40 0.42 0.40 0.40 0.42 0.40 Sat Flow, veh/h 180 873 625 340 764 40 509 768 292 34 1474 293 Grp Volume(v), veh/h 596 0 0 318 0 0 639 0 0 221 0 0 Grp Sat Flow(s),veh/h/ln 1679 0 0 1143 0 0 1568 0 0 1801 0 0 Q Serve(g_s), s 6.3 0.0 0.0 0.0 0.0 0.0 19.1 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 19.5 0.0 0.0 13.3 0.0 0.0 24.0 0.0 0.0 4.9 0.0 0.0 Prop In Lane 0.15 0.37 0.38 0.03 0.35 0.19 0.05 0.16 Lane Grp Cap(c), veh/h 740 0 0 540 0 0 708 0 0 784 0 0 V/C Ratio(X) 0.80 0.00 0.00 0.59 0.00 0.00 0.90 0.00 0.00 0.28 0.00 0.00 Avail Cap(c_a), veh/h 740 0 0 540 0 0 708 0 0 784 0 0 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) 0.09 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 16.0 0.0 0.0 13.5 0.0 0.0 17.3 0.0 0.0 11.7 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 0.0 4.7 0.0 0.0 16.9 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.4 0.0 0.0 5.1 0.0 0.0 14.0 0.0 0.0 2.7 0.0 0.0 LnGrp Delay(d),s/veh 16.9 0.0 0.0 18.1 0.0 0.0 34.2 0.0 0.0 12.6 0.0 0.0 LnGrp LOS B B C B Approach Vol, veh/h 596 318 639 221 Approach Delay, s/veh 16.9 18.1 34.2 12.6 Approach LOS B B C B Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.0 30.0 30.0 30.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 24.0 24.0 24.0 24.0 Max Q Clear Time (g_c+I1), s 21.5 6.9 15.3 26.0 Green Ext Time (p_c), s 1.4 5.6 3.8 0.0 Intersection Summary HCM 2010 Ctrl Delay 22.8 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total PM 3: Timberline & Vine Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Max C-Max Max Maximum Split (s) 30 30 30 30 Maximum Split (%) 50.0% 50.0% 50.0% 50.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 30 0 30 End Time (s) 30 0 30 0 Yield/Force Off (s) 24 54 24 54 Yield/Force Off 170(s) 13 43 13 43 Local Start Time (s) 0 30 0 30 Local Yield (s) 24 54 24 54 Local Yield 170(s) 13 43 13 43 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Timberline & Vine HCM 2010 TWSC Short Total AM 6: Vine & Wagon Trail Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 6 158 358 3 9 34 Future Vol, veh/h 6 158 358 3 9 34 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 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 7 176 398 3 10 38 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 401 0 - 0 588 399 Stage 1 - - - - 399 - Stage 2 - - - - 189 - 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 1158 - - - 471 651 Stage 1 - - - - 678 - Stage 2 - - - - 843 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1158 - - - 468 651 Mov Cap-2 Maneuver - - - - 468 - Stage 1 - - - - 678 - Stage 2 - - - - 838 - Approach EB WB SB HCM Control Delay, s 0.3 0 11.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1158 - - - 602 HCM Lane V/C Ratio 0.006 - - - 0.079 HCM Control Delay (s) 8.1 - - - 11.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.3 HCM 2010 TWSC Short Total PM 6: Vine & Wagon Trail Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 31 344 276 8 4 13 Future Vol, veh/h 31 344 276 8 4 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 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 33 370 297 9 4 14 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 305 0 - 0 738 301 Stage 1 - - - - 301 - Stage 2 - - - - 437 - 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 1256 - - - 385 739 Stage 1 - - - - 751 - Stage 2 - - - - 651 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1256 - - - 375 739 Mov Cap-2 Maneuver - - - - 375 - Stage 1 - - - - 751 - Stage 2 - - - - 634 - Approach EB WB SB HCM Control Delay, s 0.7 0 11.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1256 - - - 602 HCM Lane V/C Ratio 0.027 - - - 0.03 HCM Control Delay (s) 7.9 - - - 11.2 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.1 HCM 2010 TWSC Short Total AM 8: Vine & Greenfields Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 6 161 313 1 13 48 Future Vol, veh/h 6 161 313 1 13 48 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 177 344 1 14 53 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 345 0 - 0 535 345 Stage 1 - - - - 345 - Stage 2 - - - - 190 - 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 - - - 506 698 Stage 1 - - - - 717 - Stage 2 - - - - 842 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1214 - - - 503 698 Mov Cap-2 Maneuver - - - - 503 - Stage 1 - - - - 717 - Stage 2 - - - - 837 - Approach EB WB SB HCM Control Delay, s 0.3 0 11 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1214 - - - 503 698 HCM Lane V/C Ratio 0.005 - - - 0.028 0.076 HCM Control Delay (s) 8 - - - 12.4 10.6 HCM Lane LOS A - - - B B HCM 95th %tile Q(veh) 0 - - - 0.1 0.2 HCM 2010 TWSC Short Total PM 8: Vine & Greenfields Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 33 315 275 7 5 9 Future Vol, veh/h 33 315 275 7 5 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 354 309 8 6 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 317 0 - 0 741 313 Stage 1 - - - - 313 - Stage 2 - - - - 428 - 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 1243 - - - 384 727 Stage 1 - - - - 741 - Stage 2 - - - - 657 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1243 - - - 373 727 Mov Cap-2 Maneuver - - - - 373 - Stage 1 - - - - 741 - Stage 2 - - - - 637 - Approach EB WB SB HCM Control Delay, s 0.8 0 11.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1243 - - - 373 727 HCM Lane V/C Ratio 0.03 - - - 0.015 0.014 HCM Control Delay (s) 8 - - - 14.8 10 HCM Lane LOS A - - - B B HCM 95th %tile Q(veh) 0.1 - - - 0 0 HCM 2010 TWSC Short Total AM 10: Vine & Campfire Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 8 166 298 3 17 16 Future Vol, veh/h 8 166 298 3 17 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 182 327 3 19 18 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 331 0 - 0 529 329 Stage 1 - - - - 329 - Stage 2 - - - - 200 - 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 1228 - - - 460 712 Stage 1 - - - - 684 - Stage 2 - - - - 802 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1228 - - - 457 712 Mov Cap-2 Maneuver - - - - 457 - Stage 1 - - - - 679 - Stage 2 - - - - 796 - Approach EB WB SB HCM Control Delay, s 0.4 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1228 - - - 553 HCM Lane V/C Ratio 0.007 - - - 0.066 HCM Control Delay (s) 8 - - - 12 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 2010 TWSC Short Total PM 10: Vine & Campfire Trail Head Tracts F & G 09/11/2017 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 302 272 15 4 10 Future Vol, veh/h 18 302 272 15 4 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 20 332 299 16 4 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 315 0 - 0 678 307 Stage 1 - - - - 307 - Stage 2 - - - - 371 - 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 1245 - - - 418 733 Stage 1 - - - - 746 - Stage 2 - - - - 698 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1245 - - - 411 733 Mov Cap-2 Maneuver - - - - 411 - Stage 1 - - - - 746 - Stage 2 - - - - 687 - Approach EB WB SB HCM Control Delay, s 0.4 0 11.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1245 - - - 599 HCM Lane V/C Ratio 0.016 - - - 0.026 HCM Control Delay (s) 7.9 - - - 11.2 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 APPENDIX F 25 Vine Greenfields Wagon Trail Campfire 1 2 3 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Trail Head Tracts F & G TIS, August 2017 Pedestrian LOS Worksheet Project Location Classification: All Other Areas Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Neighborhood to the west of the site Residential Minimum C C C C C 1 Actual A A B B B Proposed A A B B B Neighborhood to the north of the site Residential Minimum C C C C C 2 Actual A A B B B Proposed A A B B B Neighborhood to the east of the site Residential Minimum C C C C C 3 Actual B B B B B Proposed B B B B B Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed