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HomeMy WebLinkAboutTIMBER LARK SINGLE-FAMILY DEVELOPMENT - PDP210015 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDY DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pederstrian Facilities ....................................................................................................... 5 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 12 Background Traffic Projections ..................................................................................... 12 Trip Assignment and Total Traffic Projections ............................................................... 12 Signal Warrants ............................................................................................................. 12 Geometry ...................................................................................................................... 20 Operation Analysis ........................................................................................................ 23 Pedestrian Level of Service ........................................................................................... 23 Bicycle Level of Service ................................................................................................ 28 Transit Level of Service ................................................................................................. 28 IV. CONCLUSIONS .................................................................................................... 29 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2026) Background Peak Hour Operation .......................................... 24 4. Long Range (2040) Background Peak Hour Operation ........................................... 25 5. Short Range (2026) Total Peak Hour Operation ..................................................... 26 6. Long Range (2040) Total Peak Hour Operation ...................................................... 27 DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Adjusted Recent Peak Hour Traffic ........................................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 13 7. Short Range (2026) Background Peak Hour Traffic ................................................ 14 8. Long Range (2040) Background Peak Hour Traffic................................................. 15 9. Short Range (2026) Site Generated Peak Hour Traffic ........................................... 16 10. Long Range (2040) Site Generated Peak Hour Traffic ............................................ 17 11. Short Range (2026) Total Peak Hour Traffic ........................................................... 18 12. Long Range (2040) Total Peak Hour Traffic ............................................................ 19 13. Short Range (2026) Geometry ................................................................................ 21 14. Long Range (2040) Geometry ................................................................................. 22 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Short Range (2026) Background Peak Hour Operation E. Long Range (2040) Background Peak Hour Operation F. Short Range (2026) Total Peak Hour Operation G. Long Range (2040) Total Peak Hour Operation H. Pedestrian/Bicycle Maps and Level of Service Worksheets DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 1 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements for the proposed Timber Lark Subdivision. The proposed Timber Lark Subdivision is located on the west side of Timberline Road and north of Trilby Road in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer, project planning consultant (Ripley Design), the project engineer (Northern Engineering), and the City of Fort Collins Traffic Operations Engineer. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). A scoping discussion was held with the Fort Collins Traffic Engineering staff. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants; - Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation This TIS is a revision of the “South Timberline Residential Transportation Impact Study,” dated May 2021. This revision addresses the name change and comments from the City of Fort Collins Traffic Operations dated October 5, 2021. DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Timber Lark Subdivision 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, institutional (school), or open. There are residential uses to the east and north of the site. Bacon Elementary is to the northeast of the site. Kechter Farms (a residential use) to the east of the site and is nearly built out. The center of Fort Collins lies to the northwest of the proposed Timber Lark Subdivision site. Streets The primary streets near the Timber Lark Subdivision site are Timberline Road, Trilby Road, Westchase Road, and Fossil Creek Parkway. Figure 2 shows the current geometry at the key intersections. Timberline Road is east of (adjacent to) the proposed Timber Lark Subdivision site. It is a north-south street classified as a four-lane arterial street, north of Trilby Road and a two-lane arterial street, south of Trilby Road on the Fort Collins Master Street Plan. Currently, Timberline Road has a two-lane cross section (with center lane) in this area. At the Timberline/Trilby intersection, Timberline Road has northbound and southbound left-turn lanes, one through lane in each direction, and northbound and southbound right-turn lanes. The Timberline/Trilby intersection has signal control. At the Timberline/Westgate-Driveway intersection, Timberline Road has northbound and southbound left-turn lanes (two-way continuous left-turn lanes) and one through lane in each direction. At the Timberline/Fossil Creek intersection, Timberline Road has northbound and southbound left-turn lanes (two-way continuous left-turn lanes), a northbound through/right-turn lane, a southbound through lane, and a southbound right- turn lane. The Timberline/Westgate-Driveway and Timberline/Fossil Creek have stop sign control on the minor streets. The posted speed limit on Timberline Road is 40 mph in this area. Trilby Road is south of the proposed Timber Lark Subdivision site. It is an east- west street classified as a four-lane arterial, west of Timberline Road and a collector street, east of Timberline Road on the Fort Collins Master Street Plan. Currently, Trilby Road has a two-lane cross section. At the Timberline/Trilby intersection, Trilby Road has eastbound and westbound left-turn lanes and a through/right-turn lane in each direction. The posted speed limit on Trilby Road is 40 mph, west of Timberline Road and 25 mph, east of Timberline Road. Harmony TimberlineKechter Trilby Fossil Creek Rosen Westchase Zephyr 392Lemay ZieglerTimber Lark Subdivision SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 4 Trilby Fossil CreekTimberline WestchaseDrivewaySTOPSTOPSTOPSTOP - Denotes Lane _ Two-way Continuous Left-turn Lane DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 5 Fossil Creek Parkway is north of the proposed Timber Lark Subdivision site. It is an east-west street classified as a local street on the Fort Collins Master Street Plan. Currently, Fossil Creek Parkway has a two-lane cross section. At the Timberline/Fossil Creek intersection, Fossil Creek Parkway has all westbound movements combined into a single lane. The west leg (eastbound) of Fossil Creek Parkway is wide enough that right-turning vehicles bypass the through/left-turning vehicles. There is a pedestrian signal at this intersection. Existing Traffic Recent peak hour traffic volumes at the Timberline/Trilby, Timberline/Westchase- Driveway, and Timberline/Fossil Creek intersections are shown in Figure 3. The counts at the Timberline/Trilby intersection were obtained in August 2019. The counts at the Timberline/Westchase-Driveway and Timberline/Fossil Creek intersections were obtained in February 2021. Raw traffic count data is provided in Appendix B. Since the counts were collected on different days and during the COVID-19 pandemic, the volumes at the Timberline/Westchase-Driveway and Timberline/Fossil Creek intersections were adjusted and are shown in Figure 4. Existing Operation The Timberline/Trilby, Timberline/Westchase-Driveway, and Timberline/Fossil Creek intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6th Edition. Using the morning and afternoon peak hour traffic shown in Figure 4, the peak hour operation is shown in Table 1. Calculation forms are provided in Appendix C. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. Acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for each movement and leg, and level of service D or better overall. At arterial/arterial unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service E overall. At arterial/local unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service D overall. In such areas, 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 in urban areas. The key intersections currently meet the Fort Collins operational criteria with existing control and geometry in the morning and afternoon peak hours. Pedestrian Facilities There are sidewalks along the east side of Timberline Road (between Trilby Road and Zephyr Road), along Zephyr Road, along Fossil Creek Parkway, along Trilby Road (east of Timberline), and the west side of Timberline Road (near the Timberline/ Rosen intersection). Sidewalks will be incorporated within and adjacent to this development. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 6 Trilby Fossil CreekTimberline 15/41659/5908/1313/4143/22 5/1 39/30 10/3 3/0 44/56575/76427/4338/99447/59131/564/16256/226 49/76 51/51 46/51 61/67 7/11388/624170/384Westchase 0/0681/6558/86/3 0/0 19/12 Driveway 23/260/0 0/0 0/0 582/7730/0 AM/PM ADJUSTED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 7 Trilby Fossil CreekTimberline 15/41869/7608/1313/4143/22 5/1 65/30 10/3 3/0 50/25635/96427/4338/99539/59131/564/11296/226 49/76 51/51 46/51 61/67 7/11428/613190/374Westchase 0/0891/8258/86/3 0/0 19/11 Driveway 23/260/0 0/0 0/0 642/9730/0 DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT E (56.7 secs) E (78.6 secs) EB T/RT C D EB APPROACH D E (66.7 secs) WB LT D E (55.6 secs) WB T/RT D E (58.6 secs) WB APPROACH D E (57.4 secs) NB LT A B NB T B B NB RT A A NB APPROACH B B SB LT B A SB T B B SB RT B A SB APPROACH B B OVERALL C C Timberline/Westchase-Driveway (stop sign) EB LT/T/RT A A WB LT/T/RT D E (35.3 secs) NB LT A A SB LT B A OVERALL A A Timberline/Fossil Creek (stop sign) EB LT/T F (195.4 secs) F (234.4 secs) EB RT B C EB APPROACH F (91.3 secs) F (112.8 secs) WB LT/T/RT E (40.2 secs) D NB LT A B SB LT B A OVERALL A A DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 9 Bicycle Facilities There are bicycle lanes along Timberline Road, Zephyr Road, and Trilby Road (east of Timberline Road) within the study area. Transit Facilities Currently, this area of Fort Collins is not served by Transfort. The closest route is Route 16 that runs along Harmony Road. DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT Timber Lark Subdivision is a residential development, located along the west side of Timberline Road, between Trilby Road and Fossil Creek Parkway in Fort Collins. Figure 5 shows a site plan of the Timber Lark Subdivision. The proposed Timber Lark Subdivision will consist of 197 single family detached dwelling units. The short range analysis (Year 2026) includes development of the Timber Lark Subdivision site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The site plan shows that the Timber Lark Subdivision development will have one right-in/right-out access to/ from Timberline Road. In the near future, Red Willow Drive will connect to a future signal at the Timberline/Zephyr intersection through the properties to the north. The long range analysis (Year 2040) includes development of the Timber Lark Subdivision and an appropriate increase in background traffic due to normal growth, in general accordance with the Fort Collins Structure Plan, and the “Timberline Road Widening Project – Stetson Creek Drive to Trilby Road” (April 27, 2020). In the long range (2040) future, the stub shown on the site plan is expected to be extended to line up with Westchase Road. When this occurs, the right-in/right-out site access will be closed becoming a cul-de-sac within the Timber Lark Subdivision development. The future Timberline/Westchase intersection will be a full-movement intersection with stop sign control on Westchase Road. Red Willow Drive will likely extend south to Trilby Road, by/before 2040. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contain in Trip Generation, 10th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the Timber Lark Subdivision 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 Timber Lark Subdivision development resulted in 1940 daily trip ends, 145 morning peak hour trip ends, and 195 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 210 Single Family Detached 197 D.U. EQ 1940 EQ 36 EQ 109 EQ 123 EQ 72 SCALE: 1"=400' SITE PLAN Figure 5 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 11 Westchase Road (future)Timberline RoadRed Willow DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 12 Trip Distribution Trip distribution for the Timber Lark Subdivision was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 6 shows the trip distribution for the short range (2026) and long range (2040) analysis futures. The trip distribution was agreed to by City of Fort Collins staff. Background Traffic Projections Figures 7 and 8 show the short range (2026) and long range (2040) background traffic projections, respectively. Background traffic projections for the short range (2026) future horizon were obtained by reviewing the North Front Range Regional Transportation Plan and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that traffic volumes on Timberline Road and Trilby Road would increase by approximately 1.0% per year plus other developments in the area. The developments included in the short range (2026) future are the remainder of Kechter Farms, the remainder of Mail Creek Crossing, the Hansen Property, and the Rennat Property. According to City staff, Timberline Road will be improved to a four-lane arterial in the near future north of Rosen Drive. In addition to this, a signal will be installed at the Timberline/Zephyr intersection with the development of the Hansen Property in late 2021. In the long range (2040) future with a signal at the Timberline/Zephyr intersection, a significant amount of existing (and future) traffic making a left turn from Fossil Creek Parkway and future Westchase Road (west leg) will choose to utilize that signal. Some traffic from the properties on the west side of Timberline Road will utilize the extension of Red Willow Drive to Trilby Road. The long range (2040) background traffic volumes shown in Figure 8 reflect this redistribution of traffic. Trip Assignment and Total Traffic Projections 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. Figures 9 and 10 show the respective short range (2026) and long range (2040) site generated peak hour traffic assignment. Figures 11 and 12 show the respective short range (2026) and long range (2040) total (site plus background) peak hour traffic assignment. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The Timberline/ Trilby intersection is currently signalized. For the roads in the vicinity of the Timber Lark TimberlineTrilby Fossil Creek Rosen Westchase Zephyr 20%15%60%5% Red Willow SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 13 AM/PM SHORT RANGE (2026) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 14 Trilby Fossil CreekTimberline 40/104587/70133/594/12324/285 51/80 54/54 48/54 64/70 7/12523/691244/419Westchase 0/0970/9948/86/3 0/0 19/11 Driveway 23/260/0 0/0 0/0 792/10960/015/41966/9518/1313/4143/22 5/1 65/30 10/3 3/0 50/25740/108927/43 LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 15 AM/PM Rounded to Nearest 5 Vehicles Fossil CreekTimberline Trilby 65/135790/84540/7020/25395/330 60/95 75/90 60/65 80/85 10/20645/840275/500Westchase15/3510/1515/4010/5 NOM 50/25 10/5 NOM 50/25910/136030/451190/1150Red Willow25/15NOMNOM 420/720 10/25 530/515 Extends to Zephyr Road 5/510/1025/255/5 NOM 5/5 5/5 NOM 20/10940/13605/51190/1185 AM/PM SHORT RANGE (2026) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 16 Trilby Zephyr Fossil Creek 5/47/25 5/182/616/1122/14Driveway Westchase14/497/4 19/633/11Site Access 19/6314/4943/29 14/4943/2959/39 7/422/74Timberline AM/PM LONG RANGE (2040) SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 17 Trilby Zephyr Fossil Creek1/1 Westchase 53/34 13/922/74Red Willow15/108/63/10 7/4 5/18 2/7 Extends to Zephyr Road 3/210/77/42/7 2/2 6/4 3/112/71/3 1/319/6319/633/11Timberline12/86/2112/8 20/13 AM/PM SHORT RANGE (2026) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 18 Trilby Fossil CreekTimberline 40/104592/71933/599/16331/310 51/80 54/54 48/54 64/70 9/18539/702266/434Driveway Westchase 0/0984/10438/86/3 0/0 19/1123/260/0 0/0 0/0 835/11250/029/90966/9518/1313/4150/26 5/1 65/30 10/3 3/0 50/25759/115230/5419/63815/11221003/105443/29Site Access LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 19 AM/PM Rounded to Nearest 5 Vehicles Fossil CreekTimberline Trilby 70/145795/85040/7025/30400/340 65/100 85/95 60/65 80/90 10/25655/845285/505Westchase15/3510/1515/4010/5 NOM 50/25 10/5 NOM 50/25930/142035/551200/1160Red Willow40/2510/105/10 430/725 15/45 535/525 Extends to Zephyr Road 10/2510/1025/2515/15 NOM 25/20 5/5 NOM 20/10940/135525/701190/1185 DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 20 Subdivision development, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to estimate whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections may meet other signal warrants. In late 2021, the Timberline/Zephyr intersection will be signalized. When this occurs, the pedestrian signal at the Timberline/Fossil Creek intersection may be removed. There will be a safe pedestrian crossing at the signalized Timberline/Zephyr intersection and a pedestrian underpass (of Timberline Road) just north of Zephyr Road. The timing of removal of the pedestrian signal at the Timberline/Fossil Creek intersection will be determined by the City of Fort Collins. With the signalization of the Timberline/Zephyr intersection, no other intersections will be signalized in this area. There is currently an emergency signal at the Timberline/Westchase intersection. This will be converted to a pedestrian signal in the future. Along with this pedestrian signal, sidewalk should be extended on the west side of Timberline Road, south of Fossil Creek Parkway. Approximately 250 feet is along the Timber Lark Subdivision frontage. Approximately 360 feet is along the Linden Park frontage and approximately 200 feet is along the private out-parcel. The timing of the Westchase pedestrian signal is not known, but will likely occur as a City Capital Improvement Project. Geometry Figure 13 shows a schematic of the minimum short range (2026) intersection geometry. According to City staff, Timberline Road will be improved to a four-lane arterial in the near future north of Rosen Drive. The Timberline/Site Access intersection is expected to be restricted to right-in/right-out movements. The Timberline/Westchase intersection is approximately 280 feet south of the Site Access. At the Timberline/Trilby intersection, the eastbound left-turn volume exceeds the 300+ vehicles per hour “rule of thumb” that would require dual left-turn lanes. However, a single eastbound left-turn lane was analyzed in this TIS for the short range (2026) future. Figure 14 shows a schematic of the long range (2040) geometry. The geometry at the key intersections in the long range future was determined based upon achieving acceptable operation, meeting the geometric criteria in LCUASS, the City of Fort Collins Master Street Plan, and the “Timberline Road Widening Project – Stetson Creek Drive to Trilby Road” memorandum. SHORT RANGE (2026) GEOMETRY Figure 13 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 21 Trilby Fossil CreekTimberline Site Access TrilbySTOPSTOP - Denotes Lane _ Two-way Continuous Left-turn Lane Driveway WestchaseSTOPSTOPSTOP LONG RANGE (2040) GEOMETRY Figure 14 DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Page 22 Fossil CreekTimberline Trilby Westchase Red WillowExtends to Zephyr Road - Denotes Lane _ Two-way Continuous Left-turn Lane TrilbyTrilbySTOPSTOPSTOPSTOPSTOP DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 23 Operation Analysis Operation analyses were performed at the Timberline/Trilby, Timberline/ Westchase-Driveway, Timberline/Site Access (short range), Timberline/Fossil Creek, and Trilby/Red Willow (long range) intersections. As mentioned earlier, Timberline Road will be improved to a four-lane arterial in the near future north of Rosen Drive. The operations analyses were conducted for the short range future, reflecting a year 2026 condition, and long range future, reflecting a year 2040 condition. At the stop sign controlled intersections, if delays to the minor street movements become significant, drivers will seek alternative routes. The long range (2040) analysis is provided for informational purposes and to identify potential operational and/or geometric issues. Using the short range (2026) background traffic volumes shown in Figure 7, the Timberline/Trilby, Timberline/Westchase-Driveway, and Timberline/Fossil Creek intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. At the key stop sign controlled intersections, the calculated delay for the minor street left turns is commensurate with level of service F. Since it is likely that a signal will be installed at the Timberline/Zephyr intersection with the approved Hansen Property, drivers have an alternative route to make left-turns. Using the long range (2040) background traffic volumes shown in Figure 8, the key intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections will meet the Fort Collins operational criteria, overall. Using the short range (2026) total traffic volumes shown in Figure 11, the key intersections operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The Timberline/Trilby, Timberline/Westchase-Driveway, Timberline/Site Access, and Timberline/Fossil Creek intersections will meet the Fort Collins operational criteria. At the key stop sign controlled intersections, the calculated delay At the Timberline/Fossil Creek intersection during both peak hours, the calculated delay for the minor street left turns is commensurate with level of service F. Since it is likely that a signal will be installed at the Timberline/Zephyr intersection with the approved Hansen Property, drivers have an alternative route to make left-turns. Using the long range (2040) total traffic volumes shown in Figure 12, the key intersections operate as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The key intersections will meet the Fort Collins operational criteria, overall. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of the Timber Lark Subdivision development. The Union Pacific railroad tracks create a barrier that has no pedestrian crossings or underpasses. Therefore, the pedestrian influence area stops at DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 24 TABLE 3 Short Range (2026) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT E (74.2 secs) E (56.3 secs) EB T/RT C C EB APPROACH E (66.8 secs) D WB LT D E (55.5 secs) WB T/RT D E (58.2 secs) WB APPROACH D E (57.0 secs) NB LT B B NB T B C NB RT A A NB APPROACH B C SB LT B B SB T B C SB RT B B SB APPROACH B C OVERALL C C Timberline/Westchase-Driveway (stop sign) EB LT/T/RT A A WB LT/T/RT E (46.6 secs) F (55.0 secs) NB LT A A SB LT B B OVERALL A A Timberline/Fossil Creek (stop sign) EB LT/T F (398.1 secs) F (602.3 secs) EB RT C C EB APPROACH F (178.5 secs) F (274.2 secs) WB LT/T/RT F (63.6 secs) F (51.9 secs) NB LT A B SB LT B B OVERALL B A DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 25 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT D E (58.1 secs) EB T D D EB RT D D EB APPROACH D E (55.4 secs) WB LT E (61.0 secs) E (66.6 secs) WB T/RT D E (59.2 secs) WB APPROACH E (56.9 secs) E (62.2 secs) NB LT B C NB T C C NB RT A A NB APPROACH C C SB LT B B SB T B C SB RT B B SB APPROACH B C OVERALL C C Timberline/Westchase (stop sign) EB LT/T/RT E (44.7 secs) F (95.3 secs) WB LT/T/RT D F (59.9 secs) NB LT B B SB LT B B OVERALL A A Timberline/Fossil Creek (stop sign) EB LT/T F (95.2 secs) F (269.9 secs) EB RT B C EB APPROACH D F (64.7 secs) WB LT/T/RT E (42.6 secs) F (66.2 secs) NB LT B B SB LT B B OVERALL A A Trilby/Red Willow (stop sign) SB LT/RT B C EB LT A A OVERALL A A DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 26 TABLE 5 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT E (69.0 secs) E (70.3 secs) EB T/RT C C EB APPROACH E (62.5 secs) E (60.8 secs) WB LT D E (55.4 secs) WB T/RT D E (58.8 secs) WB APPROACH D E (57.4 secs) NB LT B B NB T B C NB RT A A NB APPROACH B C SB LT B B SB T B C SB RT B B SB APPROACH B C OVERALL C C Timberline/Westchase-Driveway (stop sign) EB LT/T/RT A A WB LT/T/RT C D NB LT A A SB LT B B OVERALL A A Timberline/Site Access (RT-in/RT-out) EB RT C C Timberline/Fossil Creek (stop sign) EB LT/T F (582.9 secs) F (1155.5 secs) EB RT C C EB APPROACH F (276.2 secs) F (560.4 secs) WB LT/T/RT F (72.5 secs) F (77.6 secs) NB LT A B SB LT B B OVERALL C C DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 27 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT D E (57.4 secs) EB T D D EB RT D D EB APPROACH D D WB LT E (59.1 secs) E (64.9 secs) WB T/RT D E (59.0 secs) WB APPROACH E (56.2 secs) E (61.3 secs) NB LT B C NB T C C NB RT A A NB APPROACH B C SB LT B B SB T B C SB RT B B SB APPROACH B C OVERALL C C Timberline/Westchase (RT-in/RT-out) EB LT/T/RT E (47.8 secs) F (171.0 secs) WB LT/T/RT D F (68.5 secs) NB LT B B SB LT B B OVERALL A A Timberline/Fossil Creek (stop sign) EB LT/T F (99.9 secs) F (335.7 secs) EB RT B C EB APPROACH D F (77.9 secs) WB LT/T/RT E (43.7 secs) F (70.5 secs) NB LT B B SB LT B B OVERALL A A Trilby/Red Willow (stop sign) SB LT/RT B C EB LT A A OVERALL A A DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 28 the railroad tracks. There will be two pedestrian destinations within 1320 feet of the Timber Lark Subdivision development and one school site. These are: 1) the various residential neighborhoods to the north of the site, 2) Bacon Elementary School, and 3) the residential area to the east of the site (Westchase/Kechter Farms). Appendix H also contains a map that shows the existing/planned pedestrian facilities within the influence area. This site is in an area type termed “other.” The minimum level of service for “other” is C. • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A) • Continuity – The continuity to pedestrian destination 1 is acceptable at LOS B, since there will be direct connection of the sidewalk system to the north. The continuity to pedestrian destinations 2 and 3 will be at LOS B in consideration of the Hansen Property (under construction) and the Rennat Property (approved). • Street Crossings – The street crossings to pedestrian destination 1 is acceptable at LOS B, since the street crossings are all at local residential streets. The street crossings to pedestrian destinations 2 and 3 is at LOS B, since there is a pedestrian signal at the Timberline/Fossil Creek intersection and a marked crosswalk at the Timberline/Zephyr intersection. • Visual Interest and Amenity – The visual interest and amenity to pedestrian destinations 1, 2, and 3 is acceptable at LOS B, since most of the sidewalks have some landscaped parkways and a residential neighborhood character. The only issue might be the lack of sidewalk between the Timber Lark Subdivision and the pedestrian signal at the Timberline/Fossil Creek intersection. • Security – The security to pedestrian destinations 1, 2, and 3 is acceptable at LOS A, since most of the sidewalks are adjacent to residents and the area has a residential neighborhood character. Acceptable pedestrian level of service will be achieved for all pedestrian destinations. The Pedestrian LOS Worksheet is provided in Appendix H. The signal at the Timberline/Zephyr intersection and the pedestrian underpass will provide safe crossing of Timberline Road for students attending Bacon Elementary School. Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of the Timber Lark Subdivision development. There will be one bicycle destination near the Timber Lark Subdivision development. This is: 1) Bacon Elementary School to the northeast of the site. The Bicycle LOS Worksheet is provided in Appendix H. The minimum level of service for this site is C. This site is connected to Timberline Road. Therefore, it is concluded that level of service B can be achieved. Transit Level of Service Expansion of Transfort service to this area will likely be made by the City of Fort Collins, when appropriate. DELICH Timber Lark Subdivision TIS, November 2021 ASSOCIATES Page 29 IV. CONCLUSIONS This study assessed the impacts of the Timber Lark Subdivision on the street system in the vicinity of the proposed development in the short range (2026) and long range (2040) futures. As a result of this analysis, the following is concluded: - The development of the Timber Lark Subdivision is feasible from a traffic engineering standpoint. At full development, the Timber Lark Subdivision will generate approximately 1940 daily trip ends, 145 morning peak hour trip ends, and 195 afternoon peak hour trip ends. - Currently, the key intersections are currently operating acceptably with existing control and geometry in the morning and afternoon peak hours. - The Timberline/Trilby intersection is currently signalized. The Timberline/Zephyr intersection will be signalized as part of the Hansen Property TIS. - The short range (2026) geometry is shown in Figure 13. According to City staff, Timberline Road will be improved to a four-lane arterial in the near future north of Rosen Drive. At the Timberline/Trilby intersection, the eastbound left-turn volume exceeds the 300+ vehicles per hour “rule of thumb” that would require dual left-turn lanes. However, a single eastbound left-turn lane was analyzed in this TIS for the short range (2026) future. - In the short range (2026) future, given development of the Timber Lark Subdivision development and an increase in background traffic, the Timberline/Trilby, Timberline/Westchase-Driveway, Timberline/Site Access, and Timberline/ Fossil Creek intersections will meet the Fort Collins operational criteria. At the key stop sign controlled intersections, the calculated delay At the Timberline/Fossil Creek intersection during both peak hours, the calculated delay for the minor street left turns is commensurate with level of service F. Since a signal will be installed at the Timberline/Zephyr intersection with the approved Hansen Property, drivers have an alternative route to make left-turns. - The long range (2040) geometry is shown in Figure 14. - In the long range (2040) future, given development of the Timber Lark Subdivision development and an increase in background traffic, the key intersections will meet the Fort Collins operational criteria, overall, with the recommended geometry and control. - Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/8/2019 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Trilby S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Trilby Westbound: Trilby 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 12 131 11 154 1 127 37 165 319 77 9 21 107 13 23 2 38 145 464 7:45 7 131 13 151 0 100 44 144 295 74 14 10 98 15 12 1 28 126 421 8:00 7 83 4 94 2 85 46 133 227 53 11 4 68 10 13 0 23 91 318 8:15 12 102 3 117 1 76 43 120 237 52 15 16 83 8 13 4 25 108 345 7:30-8:30 38 447 31 516 4 388 170 562 1078 256 49 51 356 46 61 7 114 470 1548 PHF 0.79 0.85 0.6 0.84 0.5 0.76 0.92 0.85 0.83 0.82 0.61 0.83 0.77 0.66 0.44 0.75 0.83 4:30 17 161 12 190 0 191 73 264 454 58 17 22 97 14 22 3 39 136 590 4:45 33 136 14 183 5 160 89 254 437 46 17 11 74 9 14 2 25 99 536 5:00 25 161 18 204 3 149 121 273 477 65 20 4 89 13 18 1 32 121 598 5:15 24 133 12 169 8 124 101 233 402 57 22 14 93 15 13 5 33 126 528 4:30-5:30 99 591 56 746 16 624 384 1024 1770 226 76 51 353 51 67 11 129 482 2252 PHF 0.75 0.92 0.78 0.91 0.5 0.82 0.79 0.94 0.87 0.86 0.58 0.91 0.85 0.76 0.55 0.83 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/17/2021 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Westchase S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Driveway Westbound: Westchase 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 0 197 1 198 10 154 0 164 362 0 0 0 0 0 0 4 4 4 366 7:45 0 203 2 205 5 147 0 152 357 0 0 0 0 3 0 10 13 13 370 8:00 0 140 5 145 4 161 0 165 310 0 0 0 0 3 0 2 5 5 315 8:15 0 141 0 141 4 120 0 124 265 0 0 0 0 0 0 3 3 3 268 7:30-8:30 0 681 8 689 23 582 0 605 1294 0 0 0 0 6 0 19 25 25 1319 PHF n/a 0.84 0.4 0.84 0.58 0.9 n/a 0.92 n/a n/a n/a n/a 0.5 n/a 0.48 0.48 0.89 4:30 0 151 2 153 6 190 0 196 349 0 0 0 0 1 0 1 2 2 351 4:45 0 158 2 160 7 195 0 202 362 0 0 0 0 0 0 4 4 4 366 5:00 0 179 2 181 4 213 0 217 398 0 0 0 0 1 0 3 4 4 402 5:15 0 167 2 169 9 175 0 184 353 0 0 0 0 1 0 4 5 5 358 4:30-5:30 0 655 8 663 26 773 0 799 1462 0 0 0 0 3 0 12 15 15 1477 PHF n/a 0.91 1 0.92 0.72 0.91 n/a 0.92 n/a n/a n/a n/a 0.75 n/a 0.75 0.75 0.92 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/18/2021 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Fossil Creek S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Fossil Creek Westbound: Fossil Creek Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 4 166 2 172 2 155 5 162 334 17 2 17 36 2 1 14 17 53 387 7:45 5 190 2 197 7 137 9 153 350 11 2 6 19 4 1 12 17 36 386 8:00 2 155 1 158 4 148 10 162 320 8 0 8 16 1 1 11 13 29 349 8:15 4 148 3 155 0 135 3 138 293 7 1 8 16 3 0 7 10 26 319 7:30-8:30 15 659 8 682 13 575 27 615 1297 43 5 39 87 10 3 44 57 144 1441 PHF 0.75 0.87 0.67 0.87 0.46 0.93 0.68 0.95 0.63 0.63 0.57 0.6 0.63 0.75 0.79 0.84 0.93 4:30 7 134 4 145 11 181 4 196 341 5 0 5 10 1 0 3 4 14 355 4:45 10 149 2 161 10 197 12 219 380 7 0 10 17 0 0 44 44 61 441 5:00 10 159 4 173 12 207 13 232 405 7 1 6 14 1 0 5 6 20 425 5:15 14 148 3 165 8 179 14 201 366 3 0 9 12 1 0 4 5 17 383 4:30-5:30 41 590 13 644 41 764 43 848 1492 22 1 30 53 3 0 56 59 112 1604 PHF 0.73 0.93 0.81 0.93 0.85 0.92 0.77 0.91 0.79 0.25 0.75 0.78 0.75 n/a 0.32 0.34 0.91 APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 16: Timberline & Trilby South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 296 49 51 46 61 7 38 539 31 4 428 190 Future Volume (veh/h) 296 49 51 46 61 7 38 539 31 4 428 190 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 348 58 16 54 72 3 45 634 1 5 504 92 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 401 372 103 162 129 5 482 1130 957 409 1089 923 Arrive On Green 0.16 0.26 0.26 0.07 0.07 0.07 0.04 0.60 0.60 0.01 0.58 0.58 Sat Flow, veh/h 1781 1411 389 1326 1783 74 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 348 0 74 54 0 75 45 634 1 5 504 92 Grp Sat Flow(s),veh/h/ln 1781 0 1800 1326 0 1857 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 18.0 0.0 3.5 4.3 0.0 4.3 1.1 22.3 0.0 0.1 17.0 2.8 Cycle Q Clear(g_c), s 18.0 0.0 3.5 4.3 0.0 4.3 1.1 22.3 0.0 0.1 17.0 2.8 Prop In Lane 1.00 0.22 1.00 0.04 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 401 0 474 162 0 135 482 1130 957 409 1089 923 V/C Ratio(X) 0.87 0.00 0.16 0.33 0.00 0.56 0.09 0.56 0.00 0.01 0.46 0.10 Avail Cap(c_a), veh/h 401 0 704 343 0 388 547 1130 957 513 1089 923 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 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.9 0.0 31.1 49.3 0.0 49.3 9.3 13.0 8.6 10.8 13.2 10.2 Incr Delay (d2), s/veh 17.8 0.0 0.2 1.2 0.0 3.6 0.1 2.0 0.0 0.0 1.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.5 0.0 1.5 1.5 0.0 2.1 0.4 9.1 0.0 0.0 6.9 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.7 0.0 31.3 50.5 0.0 52.8 9.4 15.1 8.6 10.8 14.6 10.4 LnGrp LOS E A C D A D ABABBB Approach Vol, veh/h 422 129 680 601 Approach Delay, s/veh 52.2 51.9 14.7 13.9 Approach LOS D D B B Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 7.0 69.0 34.0 4.6 71.4 21.0 13.0 Change Period (Y+Rc), s 4.0 * 6 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 * 46 42.0 7.0 45.0 17.0 * 22 Max Q Clear Time (g_c+I1), s 3.1 19.0 5.5 2.1 24.3 20.0 6.3 Green Ext Time (p_c), s 0.0 2.0 0.2 0.0 2.2 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 25.7 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Recent AM 16: Timberline & Trilby South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent am.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 51 48 11 51 21 27.5 Maximum Split (%) 10.0% 46.2% 43.4% 10.0% 46.2% 19.0% 24.9% Minimum Split (s) 11 24.5 24 11 25 11 27.5 Yellow Time (s) 3 4.5 4.5 3543 All-Red Time (s) 1 1 1.5 1 1 0 2.5 Minimum Initial (s)4774747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 61.5 72.5 13 61.5 72.5 13 34 End Time (s) 72.5 13 61.5 72.5 13 34 61.5 Yield/Force Off (s) 68.5 7.5 55.5 68.5 7 30 56 Yield/Force Off 170(s) 68.5 106 44.5 68.5 105.5 30 41 Local Start Time (s) 54.5 65.5 6 54.5 65.5 6 27 Local Yield (s) 61.5 0.5 48.5 61.5 0 23 49 Local Yield 170(s) 61.5 99 37.5 61.5 98.5 23 34 Intersection Summary Cycle Length 110.5 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 7 (6%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Recent AM 16: Timberline & Trilby South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent am.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 348 118 54 80 45 634 36 5 504 224 v/c Ratio 0.68 0.19 0.27 0.27 0.11 0.62 0.04 0.01 0.54 0.25 Control Delay 35.0 13.2 41.8 38.5 12.2 22.6 0.1 12.0 24.3 3.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.0 13.2 41.8 38.5 12.2 22.6 0.1 12.0 24.3 3.4 Queue Length 50th (ft) 190 29 34 46 13 290 0 2 258 0 Queue Length 95th (ft) 244 60 65 82 31 492 0 7 364 37 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 250 Base Capacity (vph) 512 711 264 385 415 1030 924 373 928 901 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.68 0.17 0.20 0.21 0.11 0.62 0.04 0.01 0.54 0.25 Intersection Summary HCM 6th Signalized Intersection Summary Recent PM 16: Timberline & Trilby South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 226 76 51 51 67 11 99 591 56 11 613 374 Future Volume (veh/h) 226 76 51 51 67 11 99 591 56 11 613 374 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 266 89 34 60 79 7 116 695 19 13 721 231 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 291 268 102 154 126 11 384 1242 1053 438 1194 1012 Arrive On Green 0.11 0.21 0.21 0.07 0.07 0.07 0.05 0.66 0.66 0.02 0.64 0.64 Sat Flow, veh/h 1781 1289 493 1268 1693 150 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 266 0 123 60 0 86 116 695 19 13 721 231 Grp Sat Flow(s),veh/h/ln 1781 0 1782 1268 0 1843 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 13.0 0.0 7.1 5.5 0.0 5.4 2.5 23.8 0.5 0.3 27.2 7.4 Cycle Q Clear(g_c), s 13.0 0.0 7.1 5.5 0.0 5.4 2.5 23.8 0.5 0.3 27.2 7.4 Prop In Lane 1.00 0.28 1.00 0.08 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 291 0 370 154 0 137 384 1242 1053 438 1194 1012 V/C Ratio(X) 0.91 0.00 0.33 0.39 0.00 0.63 0.30 0.56 0.02 0.03 0.60 0.23 Avail Cap(c_a), veh/h 291 0 624 340 0 407 421 1242 1053 521 1194 1012 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 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.1 0.0 40.5 54.0 0.0 53.9 10.2 10.8 6.9 8.9 12.8 9.2 Incr Delay (d2), s/veh 31.5 0.0 0.5 1.6 0.0 4.7 0.4 1.8 0.0 0.0 2.3 0.5 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 4.2 0.0 3.1 1.8 0.0 2.7 0.9 9.3 0.2 0.1 10.9 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 78.6 0.0 41.0 55.6 0.0 58.6 10.6 12.6 6.9 8.9 15.0 9.7 LnGrp LOS E A D EAEBBAABA Approach Vol, veh/h 389 146 830 965 Approach Delay, s/veh 66.7 57.4 12.2 13.7 Approach LOS EEBB Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.5 81.6 29.9 5.4 84.7 16.0 13.9 Change Period (Y+Rc), s 4.0 * 6 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 * 57 41.0 7.0 56.0 12.0 * 26 Max Q Clear Time (g_c+I1), s 4.5 29.2 9.1 2.3 25.8 15.0 7.5 Green Ext Time (p_c), s 0.1 3.7 0.4 0.0 2.7 0.0 0.4 Intersection Summary HCM 6th Ctrl Delay 24.7 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Recent PM 16: Timberline & Trilby South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent pm.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 62 47 11 62 16 31 Maximum Split (%) 9.2% 51.7% 39.2% 9.2% 51.7% 13.3% 25.8% Minimum Split (s) 11 24.5 24 11 25 11 27.5 Yellow Time (s) 3 4.5 4.5 3543 All-Red Time (s) 1 1 1.5 1 1 0 2.5 Minimum Initial (s)4774747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 88 99 41 88 99 41 57 End Time (s) 99 41 88 99 41 57 88 Yield/Force Off (s) 95 35.5 82 95 35 53 82.5 Yield/Force Off 170(s) 95 23.5 71 95 23 53 67.5 Local Start Time (s) 53 64 6 53 64 6 22 Local Yield (s) 60 0.5 47 60 0 18 47.5 Local Yield 170(s) 60 108.5 36 60 108 18 32.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Recent PM 16: Timberline & Trilby South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent pm.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 266 149 60 92 116 695 66 13 721 440 v/c Ratio 0.68 0.29 0.32 0.33 0.35 0.62 0.07 0.03 0.71 0.43 Control Delay 43.4 26.3 47.1 43.1 12.2 21.3 1.3 9.8 27.5 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.4 26.3 47.1 43.1 12.2 21.3 1.3 9.8 27.5 4.3 Queue Length 50th (ft) 169 70 42 60 32 297 0 3 412 19 Queue Length 95th (ft) 213 107 74 96 62 542 7 12 574 64 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 250 Base Capacity (vph) 391 633 272 407 331 1119 991 395 1009 1034 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.68 0.24 0.22 0.23 0.35 0.62 0.07 0.03 0.71 0.43 Intersection Summary HCM 6th TWSC Recent AM 13: Timberline & Driveway/Westchase South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 00601908918236420 Future Vol, veh/h 0 00601908918236420 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 00702101001 9 26 721 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1789 1783 721 1779 1779 1006 721 0 0 1010 0 0 Stage 1 773 773 - 1006 1006 ------- Stage 2 1016 1010 - 773 773 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 63 82 427 64 82 293 881 - - 686 - - Stage 1 392 409 - 291 319 ------- Stage 2 287 317 - 392 409 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 57 79 427 62 79 293 881 - - 686 - - Mov Cap-2 Maneuver 57 79 - 62 79 ------- Stage 1 392 393 - 291 319 ------- Stage 2 266 317 - 377 393 ------- Approach EB WB NB SB HCM Control Delay, s 0 33.3 0 0.4 HCM LOS A D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 881 - - - 155 686 - - HCM Lane V/C Ratio ----0.181 0.038 - - HCM Control Delay (s) 0 - - 0 33.3 10.5 - - HCM Lane LOS A - - A D B - - HCM 95th %tile Q(veh) 0 - - - 0.6 0.1 - - HCM 6th TWSC Recent PM 13: Timberline & Driveway/Westchase South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 00301108258269730 Future Vol, veh/h 0 00301108258269730 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 00301208979281058 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2022 2020 1058 2016 2016 902 1058 0 0 906 0 0 Stage 1 1114 1114 - 902 902 ------- Stage 2 908 906 - 1114 1114 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 43 58 273 43 59 336 658 - - 751 - - Stage 1 253 284 - 332 356 ------- Stage 2 330 355 - 253 284 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 40 56 273 42 57 336 658 - - 751 - - Mov Cap-2 Maneuver 40 56 - 42 57 ------- Stage 1 253 273 - 332 356 ------- Stage 2 318 355 - 244 273 ------- Approach EB WB NB SB HCM Control Delay, s 0 35.3 0 0.3 HCM LOS A E Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 658 - - - 134 751 - - HCM Lane V/C Ratio ----0.114 0.038 - - HCM Control Delay (s) 0 - - 0 35.3 10 - - HCM Lane LOS A - - A E A - - HCM 95th %tile Q(veh) 0 - - - 0.4 0.1 - - HCM 6th TWSC Recent AM 10: Timberline & Fossil Creek South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 43 5 65 10 3 50 15 869 8 13 635 27 Future Vol, veh/h 43 5 65 10 3 50 15 869 8 13 635 27 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 46 5 70 11 3 54 16 934 9 14 683 29 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1710 1686 683 1734 1711 939 712 0 0 943 0 0 Stage 1 711 711 - 971 971 ------- Stage 2 999 975 - 763 740 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 72 94 449 69 91 320 888 - - 727 - - Stage 1 424 436 - 304 331 ------- Stage 2 293 330 - 397 423 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 57 91 449 54 88 320 888 - - 727 - - Mov Cap-2 Maneuver 57 91 - 54 88 ------- Stage 1 416 428 - 299 325 ------- Stage 2 237 324 - 325 415 ------- Approach EB WB NB SB HCM Control Delay, s 91.3 40.2 0.2 0.2 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 888 - - 59 449 168 727 - - HCM Lane V/C Ratio 0.018 - - 0.875 0.156 0.403 0.019 - - HCM Control Delay (s) 9.1 - - 195.4 14.5 40.2 10 - - HCM Lane LOS A - - F B E B - - HCM 95th %tile Q(veh) 0.1 - - 4 0.5 1.8 0.1 - - HCM 6th TWSC Recent PM 10: Timberline & Fossil Creek South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 1 30 3 0 25 41 760 13 41 964 43 Future Vol, veh/h 22 1 30 3 0 25 41 760 13 41 964 43 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 24 1 32 3 0 27 44 817 14 44 1037 46 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2051 2044 1037 2077 2083 824 1083 0 0 831 0 0 Stage 1 1125 1125 - 912 912 ------- Stage 2 926 919 - 1165 1171 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 41 56 281 39 53 373 644 - - 801 - - Stage 1 249 280 - 328 353 ------- Stage 2 322 350 - 237 267 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 35 49 281 31 47 373 644 - - 801 - - Mov Cap-2 Maneuver 35 49 - 31 47 ------- Stage 1 232 265 - 306 329 ------- Stage 2 278 326 - 197 252 ------- Approach EB WB NB SB HCM Control Delay, s 112.8 30.5 0.6 0.4 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 644 - - 35 281 171 801 - - HCM Lane V/C Ratio 0.068 - - 0.707 0.115 0.176 0.055 - - HCM Control Delay (s) 11 - - 234.4 19.5 30.5 9.8 - - HCM Lane LOS B - - F C D A - - HCM 95th %tile Q(veh) 0.2 - - 2.5 0.4 0.6 0.2 - - UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D HCM 6th Signalized Intersection Summary Short Bkgrd AM 16: Timberline & Trilby South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 324 51 54 48 64 7 40 587 33 4 523 244 Future Volume (veh/h) 324 51 54 48 64 7 40 587 33 4 523 244 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 381 60 20 56 75 4 47 691 1 5 615 112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 398 354 118 161 128 7 405 1130 957 370 1088 922 Arrive On Green 0.16 0.26 0.26 0.07 0.07 0.07 0.04 0.60 0.60 0.01 0.58 0.58 Sat Flow, veh/h 1781 1342 447 1319 1760 94 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 381 0 80 56 0 79 47 691 1 5 615 112 Grp Sat Flow(s),veh/h/ln 1781 0 1790 1319 0 1853 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 18.0 0.0 3.8 4.5 0.0 4.5 1.1 25.5 0.0 0.1 22.6 3.5 Cycle Q Clear(g_c), s 18.0 0.0 3.8 4.5 0.0 4.5 1.1 25.5 0.0 0.1 22.6 3.5 Prop In Lane 1.00 0.25 1.00 0.05 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 398 0 472 161 0 135 405 1130 957 370 1088 922 V/C Ratio(X) 0.96 0.00 0.17 0.35 0.00 0.59 0.12 0.61 0.00 0.01 0.57 0.12 Avail Cap(c_a), veh/h 398 0 700 341 0 388 469 1130 957 475 1088 922 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 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.3 0.0 31.2 49.4 0.0 49.4 10.5 13.7 8.6 11.4 14.4 10.4 Incr Delay (d2), s/veh 33.9 0.0 0.2 1.3 0.0 4.0 0.1 2.5 0.0 0.0 2.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 0.0 1.6 1.6 0.0 2.3 0.4 10.4 0.0 0.0 9.3 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 74.2 0.0 31.4 50.7 0.0 53.4 10.6 16.2 8.6 11.5 16.5 10.6 LnGrp LOS E A C D A D BBABBB Approach Vol, veh/h 461 135 739 732 Approach Delay, s/veh 66.8 52.3 15.8 15.6 Approach LOS E D B B Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 7.0 69.0 34.0 4.6 71.4 21.0 13.0 Change Period (Y+Rc), s 4.0 * 6 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 * 46 42.0 7.0 45.0 17.0 * 22 Max Q Clear Time (g_c+I1), s 3.1 24.6 5.8 2.1 27.5 20.0 6.5 Green Ext Time (p_c), s 0.0 2.5 0.2 0.0 2.4 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 29.5 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Bkgrd AM 16: Timberline & Trilby South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates sb am.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 51 48 11 51 21 27.5 Maximum Split (%) 10.0% 46.2% 43.4% 10.0% 46.2% 19.0% 24.9% Minimum Split (s) 11 24.5 24 11 25 11 27.5 Yellow Time (s) 3 4.5 4.5 3543 All-Red Time (s) 1 1 1.5 1 1 0 2.5 Minimum Initial (s)4774747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 61.5 72.5 13 61.5 72.5 13 34 End Time (s) 72.5 13 61.5 72.5 13 34 61.5 Yield/Force Off (s) 68.5 7.5 55.5 68.5 7 30 56 Yield/Force Off 170(s) 68.5 106 44.5 68.5 105.5 30 41 Local Start Time (s) 54.5 65.5 6 54.5 65.5 6 27 Local Yield (s) 61.5 0.5 48.5 61.5 0 23 49 Local Yield 170(s) 61.5 99 37.5 61.5 98.5 23 34 Intersection Summary Cycle Length 110.5 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 7 (6%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Short Bkgrd AM 16: Timberline & Trilby South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates sb am.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 381 124 56 83 47 691 39 5 615 287 v/c Ratio 0.71 0.19 0.27 0.27 0.15 0.69 0.04 0.02 0.68 0.31 Control Delay 35.7 13.2 40.9 38.3 13.2 25.6 0.1 12.2 29.3 3.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.7 13.2 40.9 38.3 13.2 25.6 0.1 12.2 29.3 3.4 Queue Length 50th (ft) 204 30 34 47 15 353 0 2 360 0 Queue Length 95th (ft) 269 64 66 86 31 #565 0 7 474 39 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 250 Base Capacity (vph) 533 711 262 385 314 1003 902 313 901 914 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.71 0.17 0.21 0.22 0.15 0.69 0.04 0.02 0.68 0.31 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Bkgrd PM 16: Timberline & Trilby South Timberline Project 05/14/2021 Synchro 11 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 285 80 54 54 70 12 104 701 59 12 691 419 Future Volume (veh/h) 285 80 54 54 70 12 104 701 59 12 691 419 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 335 94 38 64 82 8 122 825 16 14 813 277 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 396 341 138 158 130 13 276 1125 954 285 1068 905 Arrive On Green 0.17 0.27 0.27 0.08 0.08 0.08 0.05 0.60 0.60 0.02 0.57 0.57 Sat Flow, veh/h 1781 1266 512 1258 1677 164 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 335 0 132 64 0 90 122 825 16 14 813 277 Grp Sat Flow(s),veh/h/ln 1781 0 1778 1258 0 1841 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 20.0 0.0 7.0 5.9 0.0 5.7 3.2 37.7 0.5 0.4 39.6 10.9 Cycle Q Clear(g_c), s 20.0 0.0 7.0 5.9 0.0 5.7 3.2 37.7 0.5 0.4 39.6 10.9 Prop In Lane 1.00 0.29 1.00 0.09 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 396 0 479 158 0 143 276 1125 954 285 1068 905 V/C Ratio(X) 0.85 0.00 0.28 0.41 0.00 0.63 0.44 0.73 0.02 0.05 0.76 0.31 Avail Cap(c_a), veh/h 396 0 682 306 0 361 304 1125 954 367 1068 905 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 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.9 0.0 34.6 53.8 0.0 53.7 17.8 17.0 9.6 15.0 19.5 13.4 Incr Delay (d2), s/veh 15.4 0.0 0.3 1.7 0.0 4.5 1.1 4.2 0.0 0.1 5.1 0.9 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 10.6 0.0 3.1 2.0 0.0 2.8 1.4 16.0 0.2 0.1 17.3 3.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.3 0.0 34.9 55.5 0.0 58.2 18.9 21.3 9.7 15.1 24.6 14.2 LnGrp LOS E A C EAEBCABCB Approach Vol, veh/h 467 154 963 1104 Approach Delay, s/veh 50.2 57.0 20.8 21.9 Approach LOS D E C C Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 9.1 73.5 37.3 5.5 77.2 23.0 14.3 Change Period (Y+Rc), s 4.0 * 6 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 * 53 45.0 7.0 52.0 19.0 * 23 Max Q Clear Time (g_c+I1), s 5.2 41.6 9.0 2.4 39.7 22.0 7.9 Green Ext Time (p_c), s 0.0 3.4 0.4 0.0 2.8 0.0 0.4 Intersection Summary HCM 6th Ctrl Delay 28.4 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Bkgrd PM 16: Timberline & Trilby South Timberline Project 05/14/2021 Synchro 11 Light Report Delich Associates sb pm.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 58 51 11 58 23 28 Maximum Split (%) 9.2% 48.3% 42.5% 9.2% 48.3% 19.2% 23.3% Minimum Split (s) 11 24.5 24 11 25 11 27.5 Yellow Time (s) 3 4.5 4.5 3543 All-Red Time (s) 1 1 1.5 1 1 0 2.5 Minimum Initial (s)4774747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 41 92 103 41 64 End Time (s) 103 41 92 103 41 64 92 Yield/Force Off (s) 99 35.5 86 99 35 60 86.5 Yield/Force Off 170(s) 99 23.5 75 99 23 60 71.5 Local Start Time (s) 57 68 6 57 68 6 29 Local Yield (s) 64 0.5 51 64 0 25 51.5 Local Yield 170(s) 64 108.5 40 64 108 25 36.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Short Bkgrd PM 16: Timberline & Trilby South Timberline Project 05/14/2021 Synchro 11 Light Report Delich Associates sb pm.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 335 158 64 96 122 825 69 14 813 493 v/c Ratio 0.69 0.26 0.35 0.34 0.63 0.81 0.08 0.06 0.89 0.52 Control Delay 38.4 22.4 48.7 44.2 33.9 32.8 1.6 12.7 43.4 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.4 22.4 48.7 44.2 33.9 32.8 1.6 12.7 43.4 8.1 Queue Length 50th (ft) 198 66 44 62 41 483 0 4 600 60 Queue Length 95th (ft) 257 106 81 103 #112 #818 9 14 #797 129 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 250 Base Capacity (vph) 486 690 239 361 196 1017 910 233 909 957 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.69 0.23 0.27 0.27 0.62 0.81 0.08 0.06 0.89 0.52 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Short Bkgrd AM 13: Timberline & Driveway/Westchase South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 00601909708237920 Future Vol, veh/h 0 00601909708237920 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 00702101090 9 26 890 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2047 2041 890 2037 2037 1095 890 0 0 1099 0 0 Stage 1 942 942 - 1095 1095 ------- Stage 2 1105 1099 - 942 942 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 41 56 342 42 57 260 761 - - 635 - - Stage 1 316 342 - 259 290 ------- Stage 2 256 288 - 316 342 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 36 54 342 41 55 260 761 - - 635 - - Mov Cap-2 Maneuver 36 54 - 41 55 ------- Stage 1 316 328 - 259 290 ------- Stage 2 235 288 - 303 328 ------- Approach EB WB NB SB HCM Control Delay, s 0 46.6 0 0.3 HCM LOS A E Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 761 - - - 114 635 - - HCM Lane V/C Ratio ----0.246 0.041 - - HCM Control Delay (s) 0 - - 0 46.6 10.9 - - HCM Lane LOS A - - A E B - - HCM 95th %tile Q(veh) 0 - - - 0.9 0.1 - - HCM 6th TWSC Short Bkgrd PM 13: Timberline & Driveway/Westchase South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 00301109948261096 0 Future Vol, veh/h 0 00301109948261096 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 00301201080 9 28 1191 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2338 2336 1191 2332 2332 1085 1191 0 0 1089 0 0 Stage 1 1247 1247 - 1085 1085 ------- Stage 2 1091 1089 - 1247 1247 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 26 37 228 26 37 263 586 - - 641 - - Stage 1 213 245 - 262 293 ------- Stage 2 260 291 - 213 245 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 24 35 228 25 35 263 586 - - 641 - - Mov Cap-2 Maneuver 24 35 - 25 35 ------- Stage 1 213 234 - 262 293 ------- Stage 2 248 291 - 204 234 ------- Approach EB WB NB SB HCM Control Delay, s 0 55 0 0.3 HCM LOS A F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 586 - - - 87 641 - - HCM Lane V/C Ratio ----0.175 0.044 - - HCM Control Delay (s) 0 - - 0 55 10.9 - - HCM Lane LOS A - - A F B - - HCM 95th %tile Q(veh) 0 - - - 0.6 0.1 - - HCM 6th TWSC Short Bkgrd AM 10: Timberline & Fossil Creek South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 12.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 43 5 65 10 3 50 15 966 8 13 740 27 Future Vol, veh/h 43 5 65 10 3 50 15 966 8 13 740 27 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 46 5 70 11 3 54 16 1039 9 14 796 29 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1928 1904 796 1952 1929 1044 825 0 0 1048 0 0 Stage 1 824 824 - 1076 1076 ------- Stage 2 1104 1080 - 876 853 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 50 69 387 48 66 278 805 - - 664 - - Stage 1 367 387 - 266 296 ------- Stage 2 256 294 - 344 376 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 38 66 387 36 63 278 805 - - 664 - - Mov Cap-2 Maneuver ~ 38 66 - 36 63 ------- Stage 1 360 379 - 261 290 ------- Stage 2 200 288 - 272 368 ------- Approach EB WB NB SB HCM Control Delay, s 178.5 63.6 0.1 0.2 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 805 - - 40 387 125 664 - - HCM Lane V/C Ratio 0.02 - - 1.29 0.181 0.542 0.021 - - HCM Control Delay (s) 9.6 - -$ 398.1 16.3 63.6 10.5 - - HCM Lane LOS A - - F C F B - - HCM 95th %tile Q(veh) 0.1 - - 5.2 0.7 2.6 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Bkgrd PM 10: Timberline & Fossil Creek South Timberline Project 05/12/2021 Synchro 11 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 7.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 1 30 3 0 25 41 951 13 41 1089 43 Future Vol, veh/h 22 1 30 3 0 25 41 951 13 41 1089 43 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 24 1 32 3 0 27 44 1023 14 44 1171 46 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2391 2384 1171 2417 2423 1030 1217 0 0 1037 0 0 Stage 1 1259 1259 - 1118 1118 ------- Stage 2 1132 1125 - 1299 1305 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver ~ 23 34 235 22 32 283 573 - - 670 - - Stage 1 209 242 - 251 282 ------- Stage 2 247 280 - 199 230 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 19 29 235 17 28 283 573 - - 670 - - Mov Cap-2 Maneuver ~ 19 29 - 17 28 ------- Stage 1 193 226 - 232 260 ------- Stage 2 206 258 - 160 215 ------- Approach EB WB NB SB HCM Control Delay, s 274.2 51.9 0.5 0.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 573 - - 19 235 106 670 - - HCM Lane V/C Ratio 0.077 - - 1.302 0.137 0.284 0.066 - - HCM Control Delay (s) 11.8 - -$ 602.3 22.7 51.9 10.8 - - HCM Lane LOS B - - F C F B - - HCM 95th %tile Q(veh) 0.2 - - 3.4 0.5 1.1 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX E HCM 6th Signalized Intersection Summary Long Bkgrd AM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 395 60 75 60 80 10 65 790 40 20 645 275 Future Volume (veh/h) 395 60 75 60 80 10 65 790 40 20 645 275 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 416 63 1 63 84 7 68 832 1 21 679 164 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 510 318 269 97 131 11 361 1113 943 290 1085 920 Arrive On Green 0.15 0.17 0.17 0.05 0.08 0.08 0.04 0.59 0.59 0.03 0.58 0.58 Sat Flow, veh/h 3456 1870 1585 1781 1703 142 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 416 63 1 63 0 91 68 832 1 21 679 164 Grp Sat Flow(s),veh/h/ln 1728 1870 1585 1781 0 1845 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 12.8 3.2 0.1 3.8 0.0 5.3 1.6 35.7 0.0 0.5 26.3 5.3 Cycle Q Clear(g_c), s 12.8 3.2 0.1 3.8 0.0 5.3 1.6 35.7 0.0 0.5 26.3 5.3 Prop In Lane 1.00 1.00 1.00 0.08 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 510 318 269 97 0 142 361 1113 943 290 1085 920 V/C Ratio(X) 0.82 0.20 0.00 0.65 0.00 0.64 0.19 0.75 0.00 0.07 0.63 0.18 Avail Cap(c_a), veh/h 565 595 504 113 0 403 418 1113 943 373 1085 920 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.4 39.2 37.9 51.0 0.0 49.3 11.6 16.3 9.0 14.1 15.2 10.8 Incr Delay (d2), s/veh 8.3 0.3 0.0 10.0 0.0 4.8 0.2 4.6 0.0 0.1 2.7 0.4 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 6.0 1.5 0.0 2.0 0.0 2.6 0.6 15.0 0.0 0.2 10.9 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.8 39.5 37.9 61.0 0.0 54.1 11.9 20.9 9.0 14.2 17.9 11.2 LnGrp LOS D D D E A D B C ABBB Approach Vol, veh/h 480 154 901 864 Approach Delay, s/veh 51.9 56.9 20.2 16.6 Approach LOS D E C B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.5 68.8 10.0 23.7 5.9 70.4 20.2 13.4 Change Period (Y+Rc), s 4.0 * 6 5.0 6.0 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 7.0 * 43 6.0 34.0 7.0 42.0 17.0 23.0 Max Q Clear Time (g_c+I1), s 3.6 28.3 5.8 5.2 2.5 37.7 14.8 7.3 Green Ext Time (p_c), s 0.0 2.7 0.0 0.1 0.0 1.5 0.4 0.2 Intersection Summary HCM 6th Ctrl Delay 27.6 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Bkgrd AM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 48 11 40 11 48 22 29 Maximum Split (%) 10.0% 43.6% 10.0% 36.4% 10.0% 43.6% 20.0% 26.4% Minimum Split (s) 11 24.5 10 24 11 25 11 29 Yellow Time (s) 3 4.5 4 4.5 3 5 4 4.5 All-Red Time (s) 1 1 1 1.5 1 1 1 1.5 Minimum Initial (s)47574747 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s)7777 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 64 75 13 24 64 75 13 35 End Time (s) 75 13 24 64 75 13 35 64 Yield/Force Off (s) 71 7.5 19 58 71 7 30 58 Yield/Force Off 170(s) 71 105.5 19 47 71 105 30 43 Local Start Time (s) 57 68 6 17 57 68 6 28 Local Yield (s) 64 0.5 12 51 64 0 23 51 Local Yield 170(s) 64 98.5 12 40 64 98 23 36 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 7 (6%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Long Bkgrd AM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 416 63 79 63 95 68 832 42 21 679 289 v/c Ratio 0.77 0.15 0.18 0.56 0.47 0.21 0.78 0.04 0.09 0.69 0.30 Control Delay 54.9 35.5 2.9 69.8 50.7 10.5 27.6 0.1 9.8 26.1 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.9 35.5 2.9 69.8 50.7 10.5 27.6 0.1 9.8 26.1 4.2 Queue Length 50th (ft) 145 37 0 44 61 18 395 0 5 359 12 Queue Length 95th (ft) 200 71 15 #100 110 39 #825 0 17 569 63 Internal Link Dist (ft) 2180 738 1193 874 Turn Bay Length (ft) 250 250 170 350 350 275 Base Capacity (vph) 561 592 584 112 403 332 1060 973 259 983 955 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.74 0.11 0.14 0.56 0.24 0.20 0.78 0.04 0.08 0.69 0.30 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Long Bkgrd PM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 330 95 90 65 85 20 135 845 70 25 840 500 Future Volume (veh/h) 330 95 90 65 85 20 135 845 70 25 840 500 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 347 100 3 68 89 13 142 889 6 26 884 344 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 436 281 238 101 129 19 263 1166 988 285 1117 947 Arrive On Green 0.13 0.15 0.15 0.06 0.08 0.08 0.05 0.62 0.62 0.03 0.60 0.60 Sat Flow, veh/h 3456 1870 1585 1781 1595 233 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 347 100 3 68 0 102 142 889 6 26 884 344 Grp Sat Flow(s),veh/h/ln 1728 1870 1585 1781 0 1828 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 11.7 5.8 0.2 4.5 0.0 6.5 3.5 40.9 0.2 0.7 43.3 13.4 Cycle Q Clear(g_c), s 11.7 5.8 0.2 4.5 0.0 6.5 3.5 40.9 0.2 0.7 43.3 13.4 Prop In Lane 1.00 1.00 1.00 0.13 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 436 281 238 101 0 148 263 1166 988 285 1117 947 V/C Ratio(X) 0.80 0.36 0.01 0.67 0.00 0.69 0.54 0.76 0.01 0.09 0.79 0.36 Avail Cap(c_a), veh/h 518 530 449 119 0 366 286 1166 988 354 1117 947 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.9 45.8 43.4 55.5 0.0 53.7 19.6 16.2 8.5 14.8 18.5 12.4 Incr Delay (d2), s/veh 7.2 0.8 0.0 11.1 0.0 5.6 1.7 4.7 0.0 0.1 5.8 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 2.7 0.1 2.3 0.0 3.2 2.0 17.1 0.1 0.3 18.7 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.1 46.5 43.4 66.6 0.0 59.2 21.4 21.0 8.6 14.9 24.2 13.5 LnGrp LOS E D D E A E C C A B C B Approach Vol, veh/h 450 170 1037 1254 Approach Delay, s/veh 55.4 62.2 20.9 21.1 Approach LOS E E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.5 76.7 10.8 23.0 6.3 79.8 19.1 14.7 Change Period (Y+Rc), s 4.0 * 6 5.0 6.0 4.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 7.0 * 53 7.0 33.0 7.0 52.0 17.0 23.0 Max Q Clear Time (g_c+I1), s 5.5 45.3 6.5 7.8 2.7 42.9 13.7 8.5 Green Ext Time (p_c), s 0.1 3.1 0.0 0.3 0.0 2.6 0.4 0.2 Intersection Summary HCM 6th Ctrl Delay 28.7 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Bkgrd PM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 58 12 39 11 58 22 29 Maximum Split (%) 9.2% 48.3% 10.0% 32.5% 9.2% 48.3% 18.3% 24.2% Minimum Split (s) 11 24.5 10 24 11 25 11 29 Yellow Time (s) 3 4.5 4 4.5 3 5 4 4.5 All-Red Time (s) 1 1 1 1.5 1 1 1 1.5 Minimum Initial (s)47574747 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s)7777 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 64 75 13 25 64 75 13 35 End Time (s) 75 13 25 64 75 13 35 64 Yield/Force Off (s) 71 7.5 20 58 71 7 30 58 Yield/Force Off 170(s) 71 115.5 20 47 71 115 30 43 Local Start Time (s) 57 68 6 18 57 68 6 28 Local Yield (s) 64 0.5 13 51 64 0 23 51 Local Yield 170(s) 64 108.5 13 40 64 108 23 36 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 7 (6%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Long Bkgrd PM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 347 100 95 68 110 142 889 74 26 884 526 v/c Ratio 0.72 0.27 0.23 0.59 0.54 0.59 0.82 0.08 0.12 0.92 0.53 Control Delay 58.3 42.0 6.6 75.2 55.4 30.7 30.6 0.1 10.4 44.8 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.3 42.0 6.6 75.2 55.4 30.7 30.6 0.1 10.4 44.8 8.9 Queue Length 50th (ft) 132 67 0 52 75 52 581 0 7 630 74 Queue Length 95th (ft) 184 113 35 #111 130 124 #943 0 20 #1002 196 Internal Link Dist (ft) 2180 738 1193 874 Turn Bay Length (ft) 250 250 170 350 350 275 Base Capacity (vph) 514 527 526 118 369 239 1082 984 232 957 985 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.68 0.19 0.18 0.58 0.30 0.59 0.82 0.08 0.11 0.92 0.53 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Bkgrd AM 13: Timberline & Westchase South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 05502051190 10 25 940 5 Future Vol, veh/h 5 05502051190 10 25 940 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 05502151253 11 26 989 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1678 2315 495 1816 2315 632 994 0 0 1264 0 0 Stage 1 1041 1041 - 1269 1269 ------- Stage 2 637 1274 - 547 1046 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 62 37 520 49 37 423 692 - - 546 - - Stage 1 246 305 - 178 238 ------- Stage 2 432 236 - 489 304 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 56 35 520 47 35 423 692 - - 546 - - Mov Cap-2 Maneuver 56 35 - 47 35 ------- Stage 1 244 290 - 177 236 ------- Stage 2 408 234 - 461 289 ------- Approach EB WB NB SB HCM Control Delay, s 44.7 31.3 0 0.3 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 692 - - 101 163 546 - - HCM Lane V/C Ratio 0.008 - - 0.104 0.161 0.048 - - HCM Control Delay (s) 10.2 - - 44.7 31.3 11.9 - - HCM Lane LOS B - - E D B - - HCM 95th %tile Q(veh) 0 - - 0.3 0.6 0.2 - - HCM 6th TWSC Long Bkgrd PM 13: Timberline & Westchase South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 05501051185 10 25 1360 5 Future Vol, veh/h 5 05501051185 10 25 1360 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 05501151247 11 26 1432 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2118 2752 716 2031 2752 629 1437 0 0 1258 0 0 Stage 1 1484 1484 - 1263 1263 ------- Stage 2 634 1268 - 768 1489 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 29 19 373 33 19 425 468 - - 549 - - Stage 1 131 187 - 180 239 ------- Stage 2 434 238 - 360 186 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 27 18 373 31 18 425 468 - - 549 - - Mov Cap-2 Maneuver 27 18 - 31 18 ------- Stage 1 130 178 - 178 236 ------- Stage 2 419 235 - 338 177 ------- Approach EB WB NB SB HCM Control Delay, s 95.3 59.9 0.1 0.2 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 468 - - 50 81 549 - - HCM Lane V/C Ratio 0.011 - - 0.211 0.195 0.048 - - HCM Control Delay (s) 12.8 - - 95.3 59.9 11.9 - - HCM Lane LOS B - - F F B - - HCM 95th %tile Q(veh) 0 - - 0.7 0.7 0.2 - - HCM 6th TWSC Long Bkgrd AM 10: Timberline & Fossil Creek South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 1 50 10 1 50 15 1190 10 15 910 30 Future Vol, veh/h 10 1 50 10 1 50 15 1190 10 15 910 30 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 1 53 11 1 53 16 1253 11 16 958 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1649 2286 479 1803 2313 632 990 0 0 1264 0 0 Stage 1 990 990 - 1291 1291 ------- Stage 2 659 1296 - 512 1022 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 65 39 533 50 37 423 694 - - 546 - - Stage 1 264 323 - 173 232 ------- Stage 2 419 231 - 513 312 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 53 37 533 42 35 423 694 - - 546 - - Mov Cap-2 Maneuver 53 37 - 42 35 ------- Stage 1 258 314 - 169 227 ------- Stage 2 357 226 - 447 303 ------- Approach EB WB NB SB HCM Control Delay, s 27.4 42.6 0.1 0.2 HCM LOS D E Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 694 - - 51 533 158 546 - - HCM Lane V/C Ratio 0.023 - - 0.227 0.099 0.406 0.029 - - HCM Control Delay (s) 10.3 - - 95.2 12.5 42.6 11.8 - - HCM Lane LOS B - - F B E B - - HCM 95th %tile Q(veh) 0.1 - - 0.8 0.3 1.8 0.1 - - HCM 6th TWSC Long Bkgrd PM 10: Timberline & Fossil Creek South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 1 25 5 1 25 35 1150 15 40 1360 45 Future Vol, veh/h 5 1 25 5 1 25 35 1150 15 40 1360 45 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 1 26 5 1 26 37 1211 16 42 1432 47 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2196 2817 716 2094 2856 614 1479 0 0 1227 0 0 Stage 1 1516 1516 - 1293 1293 ------- Stage 2 680 1301 - 801 1563 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 25 18 373 30 17 435 451 - - 564 - - Stage 1 125 180 - 172 231 ------- Stage 2 407 229 - 344 171 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 20 15 373 23 14 435 451 - - 564 - - Mov Cap-2 Maneuver 20 15 - 23 14 ------- Stage 1 115 167 - 158 212 ------- Stage 2 349 210 - 294 158 ------- Approach EB WB NB SB HCM Control Delay, s 64.7 66.2 0.4 0.3 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 451 - - 19 373 90 564 - - HCM Lane V/C Ratio 0.082 - - 0.332 0.071 0.363 0.075 - - HCM Control Delay (s) 13.7 - - 269.9 15.4 66.2 11.9 - - HCM Lane LOS B - - F C F B - - HCM 95th %tile Q(veh) 0.3 - - 0.9 0.2 1.4 0.2 - - HCM 6th TWSC Long Bkgrd AM 1: Trilby & Red Willow South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 530 420 1 1 25 Future Vol, veh/h 10 530 420 1 1 25 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 11 558 442 1 1 26 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 443 0 - 0 1023 443 Stage 1 - - - - 443 - Stage 2 - - - - 580 - 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 1117 - - - 261 615 Stage 1 - - - - 647 - Stage 2 - - - - 560 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1117 - - - 258 615 Mov Cap-2 Maneuver - - - - 258 - Stage 1 - - - - 641 - Stage 2 - - - - 560 - Approach EB WB SB HCM Control Delay, s 0.2 0 11.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1117 - - - 584 HCM Lane V/C Ratio 0.009 - - - 0.047 HCM Control Delay (s) 8.3 - - - 11.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC Long Bkgrd PM 1: Trilby & Red Willow South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 25 515 720 1 1 15 Future Vol, veh/h 25 515 720 1 1 15 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 26 542 758 1 1 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 759 0 - 0 1353 759 Stage 1 - - - - 759 - Stage 2 - - - - 594 - 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 852 - - - 165 406 Stage 1 - - - - 462 - Stage 2 - - - - 552 - Platoon blocked, % - - - Mov Cap-1 Maneuver 852 - - - 160 406 Mov Cap-2 Maneuver - - - - 160 - Stage 1 - - - - 448 - Stage 2 - - - - 552 - Approach EB WB SB HCM Control Delay, s 0.4 0 15.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 852 - - - 370 HCM Lane V/C Ratio 0.031 - - - 0.046 HCM Control Delay (s) 9.4 - - - 15.2 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.1 - - - 0.1 APPENDIX F HCM 6th Signalized Intersection Summary Short Total AM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 331 51 54 48 64 9 40 592 33 9 539 266 Future Volume (veh/h) 331 51 54 48 64 9 40 592 33 9 539 266 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 389 60 19 56 75 5 47 696 1 11 634 127 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 414 371 118 161 126 8 380 1103 935 359 1071 907 Arrive On Green 0.17 0.27 0.27 0.07 0.07 0.07 0.04 0.59 0.59 0.02 0.57 0.57 Sat Flow, veh/h 1781 1362 431 1320 1734 116 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 389 0 79 56 0 80 47 696 1 11 634 127 Grp Sat Flow(s),veh/h/ln 1781 0 1793 1320 0 1850 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 19.0 0.0 3.7 4.5 0.0 4.6 1.1 26.7 0.0 0.3 24.1 4.1 Cycle Q Clear(g_c), s 19.0 0.0 3.7 4.5 0.0 4.6 1.1 26.7 0.0 0.3 24.1 4.1 Prop In Lane 1.00 0.24 1.00 0.06 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 414 0 489 161 0 134 380 1103 935 359 1071 907 V/C Ratio(X) 0.94 0.00 0.16 0.35 0.00 0.60 0.12 0.63 0.00 0.03 0.59 0.14 Avail Cap(c_a), veh/h 414 0 733 347 0 395 444 1103 935 454 1071 907 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 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.4 0.0 30.4 49.4 0.0 49.4 11.3 14.7 9.3 12.1 15.2 10.9 Incr Delay (d2), s/veh 29.6 0.0 0.2 1.3 0.0 4.2 0.1 2.7 0.0 0.0 2.4 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 0.0 1.6 1.6 0.0 2.3 0.4 11.0 0.0 0.1 10.1 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 69.0 0.0 30.6 50.7 0.0 53.6 11.5 17.5 9.3 12.1 17.6 11.3 LnGrp LOS E A C D A D BBABBB Approach Vol, veh/h 468 136 744 772 Approach Delay, s/veh 62.5 52.4 17.1 16.5 Approach LOS E D B B Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 7.0 68.0 35.0 5.1 69.9 22.0 13.0 Change Period (Y+Rc), s 4.0 * 6 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 * 44 44.0 7.0 43.0 18.0 * 23 Max Q Clear Time (g_c+I1), s 3.1 26.1 5.7 2.3 28.7 21.0 6.6 Green Ext Time (p_c), s 0.0 2.6 0.2 0.0 2.3 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 29.2 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Total AM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st am.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 49 50 11 49 22 28 Maximum Split (%) 10.0% 44.5% 45.5% 10.0% 44.5% 20.0% 25.5% Minimum Split (s) 11 24.5 24 11 25 11 27.5 Yellow Time (s) 3 4.5 4.5 3543 All-Red Time (s) 1 1 1.5 1 1 0 2.5 Minimum Initial (s)4774747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 63 74 13 63 74 13 35 End Time (s) 74 13 63 74 13 35 63 Yield/Force Off (s) 70 7.5 57 70 7 31 57.5 Yield/Force Off 170(s) 70 105.5 46 70 105 31 42.5 Local Start Time (s) 56 67 6 56 67 6 28 Local Yield (s) 63 0.5 50 63 0 24 50.5 Local Yield 170(s) 63 98.5 39 63 98 24 35.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 7 (6%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Short Total AM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st am.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 389 124 56 86 47 696 39 11 634 313 v/c Ratio 0.71 0.19 0.26 0.27 0.17 0.71 0.04 0.04 0.72 0.35 Control Delay 34.1 12.3 40.3 37.1 14.1 27.3 0.1 13.1 31.8 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.1 12.3 40.3 37.1 14.1 27.3 0.1 13.1 31.8 4.2 Queue Length 50th (ft) 204 29 34 48 15 365 0 4 384 6 Queue Length 95th (ft) 268 61 65 86 33 #626 0 12 508 48 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 250 Base Capacity (vph) 550 738 269 395 285 979 884 294 878 903 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.71 0.17 0.21 0.22 0.16 0.71 0.04 0.04 0.72 0.35 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Total PM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 310 80 54 54 70 18 104 719 59 16 702 434 Future Volume (veh/h) 310 80 54 54 70 18 104 719 59 16 702 434 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 365 94 39 64 82 12 122 846 14 19 826 282 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 394 339 141 158 125 18 269 1118 947 273 1067 904 Arrive On Green 0.17 0.27 0.27 0.08 0.08 0.08 0.05 0.60 0.60 0.02 0.57 0.57 Sat Flow, veh/h 1781 1256 521 1257 1595 233 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 365 0 133 64 0 94 122 846 14 19 826 282 Grp Sat Flow(s),veh/h/ln 1781 0 1777 1257 0 1828 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 20.0 0.0 7.1 5.9 0.0 6.0 3.2 39.9 0.4 0.5 40.8 11.2 Cycle Q Clear(g_c), s 20.0 0.0 7.1 5.9 0.0 6.0 3.2 39.9 0.4 0.5 40.8 11.2 Prop In Lane 1.00 0.29 1.00 0.13 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 394 0 480 158 0 143 269 1118 947 273 1067 904 V/C Ratio(X) 0.93 0.00 0.28 0.40 0.00 0.66 0.45 0.76 0.01 0.07 0.77 0.31 Avail Cap(c_a), veh/h 394 0 681 306 0 358 296 1118 947 349 1067 904 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 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.4 0.0 34.6 53.7 0.0 53.7 18.4 17.7 9.8 15.7 19.8 13.5 Incr Delay (d2), s/veh 27.8 0.0 0.3 1.7 0.0 5.0 1.2 4.8 0.0 0.1 5.5 0.9 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 12.9 0.0 3.1 2.0 0.0 3.0 1.5 17.0 0.2 0.2 17.9 4.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 70.3 0.0 34.9 55.4 0.0 58.8 19.6 22.5 9.8 15.8 25.3 14.4 LnGrp LOS E A C EAEBCABCB Approach Vol, veh/h 498 158 982 1127 Approach Delay, s/veh 60.8 57.4 22.0 22.4 Approach LOS E E C C Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 9.1 73.5 37.4 5.9 76.7 23.0 14.4 Change Period (Y+Rc), s 4.0 * 6 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 * 53 45.0 7.0 52.0 19.0 * 23 Max Q Clear Time (g_c+I1), s 5.2 42.8 9.1 2.5 41.9 22.0 8.0 Green Ext Time (p_c), s 0.0 3.3 0.4 0.0 2.6 0.0 0.4 Intersection Summary HCM 6th Ctrl Delay 31.2 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Total PM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st pm.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 58 51 11 58 23 28 Maximum Split (%) 9.2% 48.3% 42.5% 9.2% 48.3% 19.2% 23.3% Minimum Split (s) 11 24.5 24 11 25 11 27.5 Yellow Time (s) 3 4.5 4.5 3543 All-Red Time (s) 1 1 1.5 1 1 0 2.5 Minimum Initial (s)4774747 Vehicle Extension (s)3333333 Minimum Gap (s)3333333 Time Before Reduce (s)0000000 Time To Reduce (s)0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 41 92 103 41 64 End Time (s) 103 41 92 103 41 64 92 Yield/Force Off (s) 99 35.5 86 99 35 60 86.5 Yield/Force Off 170(s) 99 23.5 75 99 23 60 71.5 Local Start Time (s) 57 68 6 57 68 6 29 Local Yield (s) 64 0.5 51 64 0 25 51.5 Local Yield 170(s) 64 108.5 40 64 108 25 36.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Short Total PM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 365 158 64 103 122 846 69 19 826 511 v/c Ratio 0.73 0.25 0.31 0.33 0.66 0.86 0.08 0.10 0.94 0.54 Control Delay 38.8 21.5 46.5 41.3 38.4 37.4 1.7 13.5 50.0 8.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.8 21.5 46.5 41.3 38.4 37.4 1.7 13.5 50.0 8.6 Queue Length 50th (ft) 211 64 43 62 44 539 0 6 624 66 Queue Length 95th (ft) 282 106 81 107 #116 #855 9 17 #817 139 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 250 Base Capacity (vph) 503 690 239 361 184 982 882 195 882 943 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.73 0.23 0.27 0.29 0.66 0.86 0.08 0.10 0.94 0.54 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Short Total AM 13: Timberline & Driveway/Westchase South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 00601909848238350 Future Vol, veh/h 0 00601909848238350 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-- Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 00702101106 9 26 938 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2111 2105 938 2101 2101 1111 938 0 0 1115 0 0 Stage 1 990 990 - 1111 1111 ------- Stage 2 1121 1115 - 990 990 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 37 51 321 38 52 254 730 - - 626 - - Stage 1 297 324 - 254 285 ------- Stage 2 250 283 - 297 324 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 33 49 321 37 50 254 730 - - 626 - - Mov Cap-2 Maneuver 33 49 - 139 158 ------- Stage 1 297 310 - 254 285 ------- Stage 2 229 283 - 285 310 ------- Approach EB WB NB SB HCM Control Delay, s 0 24.6 0 0.3 HCM LOS A C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 730 - - - 212 626 - - HCM Lane V/C Ratio ----0.132 0.041 - - HCM Control Delay (s) 0 - - 0 24.6 11 - - HCM Lane LOS A - - A C B - - HCM 95th %tile Q(veh) 0 - - - 0.4 0.1 - - HCM 6th TWSC Short Total PM 13: Timberline & Driveway/Westchase South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 00301101043 8 26 1125 0 Future Vol, veh/h 0 00301101043 8 26 1125 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-- Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 00301201134 9 28 1223 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2424 2422 1223 2418 2418 1139 1223 0 0 1143 0 0 Stage 1 1279 1279 - 1139 1139 ------- Stage 2 1145 1143 - 1279 1279 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 22 32 219 22 32 245 570 - - 611 - - Stage 1 204 237 - 245 276 ------- Stage 2 243 275 - 204 237 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 20 31 219 21 31 245 570 - - 611 - - Mov Cap-2 Maneuver 20 31 - 109 127 ------- Stage 1 204 226 - 245 276 ------- Stage 2 231 275 - 195 226 ------- Approach EB WB NB SB HCM Control Delay, s 0 25.2 0 0.3 HCM LOS A D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 570 - - - 193 611 - - HCM Lane V/C Ratio ----0.079 0.046 - - HCM Control Delay (s) 0 - - 0 25.2 11.2 - - HCM Lane LOS A - - A D B - - HCM 95th %tile Q(veh) 0 - - - 0.3 0.1 - - HCM 6th TWSC Short Total AM 1: Timberline & Site Access South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 43 0 1003 815 19 Future Vol, veh/h 0 43 0 1003 815 19 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 0 48 0 1127 916 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 916 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.22 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.318 ---- Pot Cap-1 Maneuver 0 330 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 330 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 17.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 330 - - HCM Lane V/C Ratio - 0.146 - - HCM Control Delay (s) - 17.8 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.5 - - HCM 6th TWSC Short Total PM 1: Timberline & Site Access South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 29 0 1054 1122 63 Future Vol, veh/h 0 29 0 1054 1122 63 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 32 0 1146 1220 68 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1220 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.22 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.318 ---- Pot Cap-1 Maneuver 0 220 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 220 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 24.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 220 - - HCM Lane V/C Ratio - 0.143 - - HCM Control Delay (s) - 24.1 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.5 - - HCM 6th TWSC Short Total AM 10: Timberline & Fossil Creek South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 19.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 5 65 10 3 50 29 966 8 13 759 30 Future Vol, veh/h 50 5 65 10 3 50 29 966 8 13 759 30 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 54 5 70 11 3 54 31 1039 9 14 816 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1978 1954 816 2004 1982 1044 848 0 0 1048 0 0 Stage 1 844 844 - 1106 1106 ------- Stage 2 1134 1110 - 898 876 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver ~ 46 64 377 44 61 278 790 - - 664 - - Stage 1 358 379 - 255 286 ------- Stage 2 246 285 - 334 367 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 34 60 377 32 57 278 790 - - 664 - - Mov Cap-2 Maneuver ~ 34 60 - 32 57 ------- Stage 1 344 371 - 245 275 ------- Stage 2 188 274 - 262 359 ------- Approach EB WB NB SB HCM Control Delay, s 276.2 72.5 0.3 0.2 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 790 - - 35 377 116 664 - - HCM Lane V/C Ratio 0.039 - - 1.69 0.185 0.584 0.021 - - HCM Control Delay (s) 9.7 - -$ 582.9 16.7 72.5 10.5 - - HCM Lane LOS A - - F C F B - - HCM 95th %tile Q(veh) 0.1 - - 6.5 0.7 2.9 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Total PM 10: Timberline & Fossil Creek South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 1 30 3 0 25 90 951 13 41 1152 54 Future Vol, veh/h 26 1 30 3 0 25 90 951 13 41 1152 54 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 28 1 32 3 0 27 97 1023 14 44 1239 58 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2565 2558 1239 2597 2609 1030 1297 0 0 1037 0 0 Stage 1 1327 1327 - 1224 1224 ------- Stage 2 1238 1231 - 1373 1385 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver ~ 17 26 214 17 24 283 534 - - 670 - - Stage 1 191 225 - 219 252 ------- Stage 2 215 250 - 180 211 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 13 20 214 11 18 283 534 - - 670 - - Mov Cap-2 Maneuver ~ 13 20 - 11 18 ------- Stage 1 156 210 - 179 206 ------- Stage 2 159 205 - 142 197 ------- Approach EB WB NB SB HCM Control Delay, s$ 560.4 77.6 1.1 0.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 534 - - 13 214 78 670 - - HCM Lane V/C Ratio 0.181 - - 2.233 0.151 0.386 0.066 - - HCM Control Delay (s) 13.2 - -$ 1155.5 24.8 77.6 10.8 - - HCM Lane LOS B - - F C F B - - HCM 95th %tile Q(veh) 0.7 - - 4.5 0.5 1.5 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX G HCM 6th Signalized Intersection Summary Long Total AM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 400 65 85 60 80 10 70 795 40 25 655 285 Future Volume (veh/h) 400 65 85 60 80 10 70 795 40 25 655 285 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 421 68 1 63 84 6 74 837 1 26 689 175 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 518 313 265 97 131 9 361 1121 950 297 1097 930 Arrive On Green 0.15 0.17 0.17 0.05 0.08 0.08 0.04 0.60 0.60 0.03 0.59 0.59 Sat Flow, veh/h 3456 1870 1585 1781 1725 123 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 421 68 1 63 0 90 74 837 1 26 689 175 Grp Sat Flow(s),veh/h/ln 1728 1870 1585 1781 0 1848 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 13.0 3.5 0.1 3.8 0.0 5.2 1.8 35.7 0.0 0.6 26.5 5.6 Cycle Q Clear(g_c), s 13.0 3.5 0.1 3.8 0.0 5.2 1.8 35.7 0.0 0.6 26.5 5.6 Prop In Lane 1.00 1.00 1.00 0.07 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 518 313 265 97 0 141 361 1121 950 297 1097 930 V/C Ratio(X) 0.81 0.22 0.00 0.65 0.00 0.64 0.20 0.75 0.00 0.09 0.63 0.19 Avail Cap(c_a), veh/h 597 595 504 121 0 412 416 1121 950 375 1097 930 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.3 39.6 38.2 51.0 0.0 49.3 11.5 16.0 8.8 13.8 14.9 10.6 Incr Delay (d2), s/veh 7.4 0.3 0.0 8.1 0.0 4.8 0.3 4.5 0.0 0.1 2.7 0.4 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 6.0 1.6 0.0 1.9 0.0 2.6 0.6 14.9 0.0 0.2 11.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.7 39.9 38.2 59.1 0.0 54.1 11.8 20.5 8.8 13.9 17.6 11.0 LnGrp LOS D D D E A D B C ABBB Approach Vol, veh/h 490 153 912 890 Approach Delay, s/veh 50.9 56.2 19.8 16.2 Approach LOS D E B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.6 69.5 9.5 23.4 6.2 70.9 19.5 13.4 Change Period (Y+Rc), s 4.0 * 6 4.5 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 * 43 6.5 34.0 7.0 42.0 18.0 * 24 Max Q Clear Time (g_c+I1), s 3.8 28.5 5.8 5.5 2.6 37.7 15.0 7.2 Green Ext Time (p_c), s 0.0 2.8 0.0 0.2 0.0 1.5 0.5 0.2 Intersection Summary HCM 6th Ctrl Delay 27.0 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Total AM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 48 11 40 11 48 22 29 Maximum Split (%) 10.0% 43.6% 10.0% 36.4% 10.0% 43.6% 20.0% 26.4% Minimum Split (s) 11 24.5 9.5 24 11 25 11 27.5 Yellow Time (s) 3 4.5 3.5 4.5 3543 All-Red Time (s) 1 1 1 1.5 1 1 0 2.5 Minimum Initial (s)47574747 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s)7777 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 64 75 13 24 64 75 13 35 End Time (s) 75 13 24 64 75 13 35 64 Yield/Force Off (s) 71 7.5 19.5 58 71 7 31 58.5 Yield/Force Off 170(s) 71 105.5 19.5 47 71 105 31 43.5 Local Start Time (s) 57 68 6 17 57 68 6 28 Local Yield (s) 64 0.5 12.5 51 64 0 24 51.5 Local Yield 170(s) 64 98.5 12.5 40 64 98 24 36.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 7 (6%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Long Total AM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 421 68 89 63 95 74 837 42 26 689 300 v/c Ratio 0.75 0.17 0.21 0.53 0.47 0.22 0.80 0.04 0.11 0.69 0.31 Control Delay 53.1 36.4 4.6 66.6 50.3 10.3 29.5 0.1 9.8 25.7 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.1 36.4 4.6 66.6 50.3 10.3 29.5 0.1 9.8 25.7 4.3 Queue Length 50th (ft) 145 40 0 44 60 19 500 0 6 364 14 Queue Length 95th (ft) 200 76 26 #94 109 42 #828 0 19 579 66 Internal Link Dist (ft) 2180 738 1193 874 Turn Bay Length (ft) 250 250 170 350 350 275 Base Capacity (vph) 592 592 581 120 412 337 1040 952 252 997 967 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.71 0.11 0.15 0.53 0.23 0.22 0.80 0.04 0.10 0.69 0.31 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Long Total PM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 340 100 95 65 90 25 145 850 70 30 845 505 Future Volume (veh/h) 340 100 95 65 90 25 145 850 70 30 845 505 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 358 105 12 68 95 17 153 895 12 32 889 349 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 449 291 247 101 134 24 262 1159 982 280 1110 941 Arrive On Green 0.13 0.16 0.16 0.06 0.09 0.09 0.06 0.62 0.62 0.03 0.59 0.59 Sat Flow, veh/h 3456 1870 1585 1781 1544 276 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 358 105 12 68 0 112 153 895 12 32 889 349 Grp Sat Flow(s),veh/h/ln 1728 1870 1585 1781 0 1821 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 12.1 6.0 0.8 4.5 0.0 7.2 3.8 41.9 0.3 0.8 44.2 13.8 Cycle Q Clear(g_c), s 12.1 6.0 0.8 4.5 0.0 7.2 3.8 41.9 0.3 0.8 44.2 13.8 Prop In Lane 1.00 1.00 1.00 0.15 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 449 291 247 101 0 158 262 1159 982 280 1110 941 V/C Ratio(X) 0.80 0.36 0.05 0.67 0.00 0.71 0.58 0.77 0.01 0.11 0.80 0.37 Avail Cap(c_a), veh/h 547 530 449 126 0 372 280 1159 982 345 1110 941 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.7 45.3 43.1 55.5 0.0 53.3 20.8 16.6 8.7 15.2 18.9 12.7 Incr Delay (d2), s/veh 6.7 0.8 0.1 9.4 0.0 5.7 2.8 5.0 0.0 0.2 6.1 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 2.8 0.3 2.3 0.0 3.6 2.4 17.7 0.1 0.3 19.2 5.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.4 46.1 43.2 64.9 0.0 59.0 23.5 21.7 8.8 15.4 25.0 13.8 LnGrp LOS E D D E A E C C A B C B Approach Vol, veh/h 475 180 1060 1270 Approach Delay, s/veh 54.5 61.3 21.8 21.7 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.8 76.2 10.3 23.7 6.6 79.4 18.6 15.4 Change Period (Y+Rc), s 4.0 * 6 4.5 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 * 53 7.5 33.0 7.0 52.0 18.0 * 24 Max Q Clear Time (g_c+I1), s 5.8 46.2 6.5 8.0 2.8 43.9 14.1 9.2 Green Ext Time (p_c), s 0.0 2.8 0.0 0.3 0.0 2.5 0.5 0.2 Intersection Summary HCM 6th Ctrl Delay 29.3 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Total PM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 58 12 39 11 58 22 29 Maximum Split (%) 9.2% 48.3% 10.0% 32.5% 9.2% 48.3% 18.3% 24.2% Minimum Split (s) 11 24.5 9.5 24 11 25 11 27.5 Yellow Time (s) 3 4.5 3.5 4.5 3543 All-Red Time (s) 1 1 1 1.5 1 1 0 2.5 Minimum Initial (s)47574747 Vehicle Extension (s)33333333 Minimum Gap (s)33333333 Time Before Reduce (s)00000000 Time To Reduce (s)00000000 Walk Time (s)7777 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 64 75 13 25 64 75 13 35 End Time (s) 75 13 25 64 75 13 35 64 Yield/Force Off (s) 71 7.5 20.5 58 71 7 31 58.5 Yield/Force Off 170(s) 71 115.5 20.5 47 71 115 31 43.5 Local Start Time (s) 57 68 6 18 57 68 6 28 Local Yield (s) 64 0.5 13.5 51 64 0 24 51.5 Local Yield 170(s) 64 108.5 13.5 40 64 108 24 36.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 7 (6%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Long Total PM 16: Timberline & Trilby South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 358 105 100 68 121 153 895 74 32 889 532 v/c Ratio 0.71 0.28 0.25 0.56 0.56 0.61 0.83 0.08 0.15 0.94 0.54 Control Delay 57.3 42.3 8.1 72.3 55.5 31.7 31.1 0.2 10.8 47.6 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.3 42.3 8.1 72.3 55.5 31.7 31.1 0.2 10.8 47.6 9.2 Queue Length 50th (ft) 136 70 0 52 83 59 588 0 8 650 79 Queue Length 95th (ft) 187 117 41 #105 139 136 #963 0 23 #1010 199 Internal Link Dist (ft) 2180 738 1193 874 Turn Bay Length (ft) 250 250 170 350 350 275 Base Capacity (vph) 543 527 523 125 376 251 1082 979 228 947 980 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.66 0.20 0.19 0.54 0.32 0.61 0.83 0.08 0.14 0.94 0.54 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Total AM 13: Timberline & Westchase South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 0 25 5 0 20 10 1190 10 25 940 25 Future Vol, veh/h 15 0 25 5 0 20 10 1190 10 25 940 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 16 0 26 5 0 21 11 1253 11 26 989 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1690 2327 495 1828 2348 632 1015 0 0 1264 0 0 Stage 1 1041 1041 - 1281 1281 ------- Stage 2 649 1286 - 547 1067 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 61 37 520 48 36 423 679 - - 546 - - Stage 1 246 305 - 175 235 ------- Stage 2 425 233 - 489 297 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 55 35 520 43 34 423 679 - - 546 - - Mov Cap-2 Maneuver 55 35 - 43 34 ------- Stage 1 242 290 - 172 231 ------- Stage 2 397 229 - 442 283 ------- Approach EB WB NB SB HCM Control Delay, s 47.8 33.4 0.1 0.3 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 679 - - 125 153 546 - - HCM Lane V/C Ratio 0.016 - - 0.337 0.172 0.048 - - HCM Control Delay (s) 10.4 - - 47.8 33.4 11.9 - - HCM Lane LOS B - - E D B - - HCM 95th %tile Q(veh) 0 - - 1.3 0.6 0.2 - - HCM 6th TWSC Long Total PM 13: Timberline & Westchase South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 0 20 5 0 10 25 1185 10 25 1355 70 Future Vol, veh/h 15 0 20 5 0 10 25 1185 10 25 1355 70 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------150--150-250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 16 0 21 5 0 11 26 1247 11 26 1426 74 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2154 2788 713 2070 2857 629 1500 0 0 1258 0 0 Stage 1 1478 1478 - 1305 1305 ------- Stage 2 676 1310 - 765 1552 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 27 18 374 31 17 425 443 - - 549 - - Stage 1 132 188 - 169 228 ------- Stage 2 409 227 - 362 173 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 24 16 374 27 15 425 443 - - 549 - - Mov Cap-2 Maneuver 24 16 - 27 15 ------- Stage 1 124 179 - 159 215 ------- Stage 2 375 214 - 325 165 ------- Approach EB WB NB SB HCM Control Delay, s 171 68.5 0.3 0.2 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 443 - - 52 72 549 - - HCM Lane V/C Ratio 0.059 - - 0.709 0.219 0.048 - - HCM Control Delay (s) 13.6 - - 171 68.5 11.9 - - HCM Lane LOS B - - F F B - - HCM 95th %tile Q(veh) 0.2 - - 2.9 0.8 0.2 - - HCM 6th TWSC Long Total AM 10: Timberline & Fossil Creek South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 1 50 10 1 50 15 1200 10 15 930 35 Future Vol, veh/h 10 1 50 10 1 50 15 1200 10 15 930 35 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 1 53 11 1 53 16 1263 11 16 979 37 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1675 2317 490 1823 2349 637 1016 0 0 1274 0 0 Stage 1 1011 1011 - 1301 1301 ------- Stage 2 664 1306 - 522 1048 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 62 37 524 48 36 420 678 - - 541 - - Stage 1 257 315 - 170 229 ------- Stage 2 416 228 - 506 303 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 51 35 524 41 34 420 678 - - 541 - - Mov Cap-2 Maneuver 51 35 - 41 34 ------- Stage 1 251 306 - 166 224 ------- Stage 2 354 223 - 440 294 ------- Approach EB WB NB SB HCM Control Delay, s 28.3 43.7 0.1 0.2 HCM LOS D E Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 678 - - 49 524 155 541 - - HCM Lane V/C Ratio 0.023 - - 0.236 0.1 0.414 0.029 - - HCM Control Delay (s) 10.4 - - 99.9 12.6 43.7 11.9 - - HCM Lane LOS B - - F B E B - - HCM 95th %tile Q(veh) 0.1 - - 0.8 0.3 1.8 0.1 - - HCM 6th TWSC Long Total PM 10: Timberline & Fossil Creek South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 1 25 5 1 25 35 1160 15 40 1420 55 Future Vol, veh/h 5 1 25 5 1 25 35 1160 15 40 1420 55 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 1 26 5 1 26 37 1221 16 42 1495 58 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2264 2890 748 2135 2940 619 1553 0 0 1237 0 0 Stage 1 1579 1579 - 1303 1303 ------- Stage 2 685 1311 - 832 1637 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 22 16 355 28 15 432 422 - - 559 - - Stage 1 114 168 - 170 229 ------- Stage 2 404 227 - 330 157 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 17 14 355 22 13 432 422 - - 559 - - Mov Cap-2 Maneuver 17 14 - 22 13 ------- Stage 1 104 155 - 155 209 ------- Stage 2 344 207 - 281 145 ------- Approach EB WB NB SB HCM Control Delay, s 77.9 70.5 0.4 0.3 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 422 - - 16 355 86 559 - - HCM Lane V/C Ratio 0.087 - - 0.395 0.074 0.379 0.075 - - HCM Control Delay (s) 14.3 - -$ 335.7 16 70.5 12 - - HCM Lane LOS B - - F C F B - - HCM 95th %tile Q(veh) 0.3 - - 1 0.2 1.5 0.2 - - HCM 6th TWSC Long Total AM 1: Trilby & Red Willow South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 15 535 430 5 10 40 Future Vol, veh/h 15 535 430 5 10 40 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 16 563 453 5 11 42 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 458 0 - 0 1051 456 Stage 1 - - - - 456 - Stage 2 - - - - 595 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1103 - - - 251 604 Stage 1 - - - - 638 - Stage 2 - - - - 551 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1103 - - - 247 604 Mov Cap-2 Maneuver - - - - 247 - Stage 1 - - - - 628 - Stage 2 - - - - 551 - Approach EB WB SB HCM Control Delay, s 0.2 0 13.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1103 - - - 469 HCM Lane V/C Ratio 0.014 - - - 0.112 HCM Control Delay (s) 8.3 - - - 13.6 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.4 HCM 6th TWSC Long Total PM 1: Trilby & Red Willow South Timberline Project 11/02/2021 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 45 525 725 10 10 25 Future Vol, veh/h 45 525 725 10 10 25 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 47 553 763 11 11 26 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 774 0 - 0 1416 769 Stage 1 - - - - 769 - Stage 2 - - - - 647 - 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 842 - - - 151 401 Stage 1 - - - - 457 - Stage 2 - - - - 521 - Platoon blocked, % - - - Mov Cap-1 Maneuver 842 - - - 143 401 Mov Cap-2 Maneuver - - - - 143 - Stage 1 - - - - 431 - Stage 2 - - - - 521 - Approach EB WB SB HCM Control Delay, s 0.8 0 20.8 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 842 - - - 265 HCM Lane V/C Ratio 0.056 - - - 0.139 HCM Control Delay (s) 9.5 - - - 20.8 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.2 - - - 0.5 APPENDIX H TimberlineKechter Trilby Fossil Creek Rosen Westchase Zephyr Bacon Elementary SchoolUNION PACIFIC RAILROADRailroad Track Barrier (No X-ings or Underpasses)Power TrailSCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Pedestrian LOS Worksheet Project Location Classification: Other/School Walking Area 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 The residential neighborhoods to the north of the site Residential Minimum C C C C C 1 Actual A B B B A Proposed A B B B A Bacon Elementary School Institutional Minimum B B B C B 2 Actual A D B B A Proposed A D B B A The residential neighborhood to the east of the site Residential Minimum C C C C C 3 Actual A D B B A Proposed A D B B A 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 TimberlineTrilby Fossil Creek Rosen Westchase Zephyr Bacon Elementary School Existing Signalized Ped X-ingUNION PACIFIC RAILROADRailroad Track Barrier (No X-ings or Underpasses) Signalized Ped X-ing may be moved to this location with improvements to Timberline Road Future Signal & Pedestrian Underpass SCALE: 1"=600' PEDESTRIAN ROUTES DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Existing/Planned Pedestrian Facilities TimberlineKechter Trilby Fossil Creek Rosen Westchase Zephyr Bacon Elementary SchoolUNION PACIFIC RAILROADRailroad Track Barrier (No X-ings or Underpasses)Power TrailSCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Timber Lark Subdivision TIS, November 2021 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Bacon Elementary School Institutional C B B 1 2 3 4 5 6 7 8