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HomeMy WebLinkAboutHEARTSIDE HILL RESIDENTIAL DEVELOPMENT - PDP210020 - SUBMITTAL DOCUMENTS - ROUND 3 - TRAFFIC STUDY DELICH Heartside Hill TIS, July 2022 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities .................................................................................................... 10 Bicycle Facilities ............................................................................................................ 10 Transit Facilities ............................................................................................................ 10 III. PROPOSED DEVELOPMENT ............................................................................... 11 Trip Generation ............................................................................................................. 11 Trip Distribution ............................................................................................................. 13 Background Traffic Projections ..................................................................................... 13 Trip Assignment ............................................................................................................ 13 Signal Warrants ............................................................................................................. 13 Geometry ...................................................................................................................... 13 Operation Analysis ........................................................................................................ 19 Pedestrian Level of Service ........................................................................................... 24 Bicycle Level of Service ................................................................................................ 24 Transit Level of Service ................................................................................................. 25 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 26 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 11 3. Short Range (2026) Background Peak Hour Operation .......................................... 20 4. Short Range (2026) Total Peak Hour Operation ..................................................... 22 DELICH Heartside Hill TIS, July 2022 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 .................................................................................................................. 12 6. Trip Distribution ....................................................................................................... 14 7. Short Range (2026) Background Peak Hour Traffic ................................................ 15 8. Site Generated Peak Hour Traffic ........................................................................... 16 9. Short Range (2026) Total Peak Hour Traffic ........................................................... 17 10. Short Range (2026) Geometry ................................................................................ 18 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2026) Background Peak Hour Operation E. Short Range (2026) Total Peak Hour Operation F. Pedestrian/Bicycle Level of Service DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 1 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Heartside Hill residential development. Heartside Hill site is located in the northwest quadrant of the Lemay/Trilby intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (CARE Housing), the project planning consultant (TB Group), the project engineering consultant (Highland Development Services), and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the “Larimer County Urban Area Street Standards” (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for Heartside Hill. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine morning and afternoon 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 “Heartside Hill Transportation Impact Study” dated November 2021 and May 2022. It addresses City staff comments about that transportation impact study in a letter dated April 27, 2022, a change in the number of units, and a change in access to Trilby Road. This revision also addresses a change in the number of units and access through the site from the May 2022 TIS. DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Heartside Hill site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential. There are residential uses surrounding the site. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The center of Fort Collins is to the north of Heartside Hill site. Streets The primary streets near Heartside Hill site are Lemay Avenue, Trilby Road, and Brittany Street. Figure 2 shows the current geometry at the key intersections. Lemay Avenue is east of (adjacent to) the proposed Heartside Hill site. Lemay Avenue is a north-south street designated as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, Lemay Avenue has a four-lane cross section (with a center lane) in this area. At the Lemay/Trilby intersection, Lemay Avenue has northbound and southbound left-turn lanes, a through lane in each direction, and northbound and southbound through/right-turn lanes. The Lemay/Trilby intersection has signal control. At the Lemay/Brittany-Hawkeye intersection, Lemay Avenue has northbound and southbound left-turn lanes, a through lane in each direction, and northbound and southbound through/right-turn lanes. The Lemay/Brittany-Hawkeye intersection has stop sign control on Brittany Street and Hawkeye Street. The posted speed limit on Lemay Avenue is 40 mph in this area. Trilby Road is south of (adjacent to) the proposed Heartside Hill site. Trilby Road is an east-west street designated as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, Trilby Road has a two-lane cross section. At the Lemay/Trilby intersection, Trilby Road has an eastbound and westbound left-turn lane, a through lane in each direction, and an eastbound and westbound right-turn lane. At the Trilby/Brittany intersection, Trilby Road has eastbound and westbound left-turn lanes and a through/right-turn lane in each direction. The Trilby/Brittany intersection has stop sign control on Brittany Street. The posted speed limit in this area is 40 mph. Brittany Street is north and west of (adjacent to) the proposed Heartside Hill site. It serves the residential subdivision to the north and west of the site. Brittany Street is a north-south street designated as a collector street on the Fort Collins Master Street Plan. Currently, Brittany Street has a two-lane cross section in this area. At the Lemay/Brittany-Hawkeye intersection, Brittany Street (west leg) and Hawkeye Street (east leg) has an eastbound left-turn lane, an eastbound through/right-turn lane, and all westbound movements combined in a single lane. At the Trilby/Brittany intersection, SCALE: 1"=500' SITE LOCATION Figure 1 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 4 Hawkeye Westbourn BrittanyBuchananLemayTrilbyEdgewareChurch AccessChurch Access Brittany - Denotes Lane Eagle TreeAccessSTOPSTOP STOP STOPSTOPSTOP STOP STOP STOPSTOP DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 5 Brittany Street has a northbound and southbound left-turn lane and a northbound and southbound through/right-turn lane. At the Brittany/Westbourn-Church Access, Brittany/Edgeware-Church Access, and Buchanan intersections, Brittany Street has all movements combined in single lanes. The posted speed limit on Brittany Street is 25 mph. Westbourn Circle, Edgeware Street, and Buchanan Street are local streets on the Fort Collins Master Street Plan. At the Brittany/Westbourn-Church Access, Brittany/Edgeware-Church Access, and Brittany/Buchanan intersections, Westbourn Circle, Edgeware Street, and Buchanan Street have all movements combined in single lanes. There is no posted speed limit on Westbourn Circle, Edgeware Street, and Buchanan Street. Existing Traffic Recent peak hour traffic volumes at the Lemay/Trilby, Lemay/Brittany-Hawkeye, Brittany/Buchanan, Brittany/Edgeware-Church Access, Brittany/Westbourn-Church Access, Trilby/Brittany, and Trilby/Eagle Tree Access intersections are shown in Figure 3. The counts at the Lemay/Trilby intersection were obtained in November 2018 (City counts). The counts at the Lemay/Brittany-Hawkeye, Brittany/Buchanan, Brittany/ Edgeware-Church Access, Brittany/Westbourn-Church Access, and Trilby/Brittany intersections were obtained in June 2021. Raw count data is provided in Appendix B. Since the counts at the Lemay/Trilby intersections were done before COVID-19, a comparison was conducted with the recent (2021) counts along Lemay Avenue and Trilby Road to determine if any adjustments are needed. It was determined that the volumes along Lemay Avenue and Trilby Road should be increased. The adjusted recent peak hour traffic volumes at the key intersections are shown in Figure 4. There are two accesses to the Eagle Tree Apartments located in the southwest quadrant of the Lemay/Trilby intersection. Currently, they are both full-movement intersections. Peak hour traffic at the Trilby/Eagle Tree Access was estimated based upon the calculated trip generation for the Eagle Tree Apartments and traffic assignment of those vehicle trips. Existing Operation The Lemay/Trilby, Lemay/Brittany-Hawkeye, Brittany/Buchanan, Brittany/ Edgeware-Church Access, Brittany/Westbourn-Church Access, Trilby/Brittany, and Trilby/Eagle Tree Access 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. Calculations 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 RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 6 Hawkeye Westbourn 21/191/025/2817/91/03/26/8 404/406 12/18 1/0 294/490 20/26 48/90416/36937/2862/212275/54764/145160/155 280/286 84/92 106/116 214/349 18/508/022/205/22 6/18 2/1 16/18 AM/PM BrittanyBuchananLemayTrilby 2/14539/5166/213/34299/6852/631/24 1/1 10/10 6/3 0/0 6/3 0/00/00/02/40/07/60/3 11/13 0/0 3/12 11/6 0/0 2/06/80/02/217/80/02/3 0/0 4/3 0/0 0/0 0/0 EdgewareChurch AccessChurch Access Brittany ADJUSTED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 7 Hawkeye Westbourn 23/211/028/3119/101/03/27/9 470/477 13/20 1/0 342/620 22/29 52/97393/36440/2965/203253/50557/130150/148 276/265 80/87 99/120 234/346 36/529/024/225/24 11/30 2/1 22/17 AM/PM BrittanyBuchananLemayTrilby 2/16633/6147/213/34357/8242/734/27 1/1 11/11 7/3 0/0 7/3 0/00/00/02/40/08/70/3 16/11 0/0 3/13 17/17 0/0 2/07/90/02/219/90/02/3 0/0 4/3 0/0 0/0 0/0 EdgewareChurch AccessChurch Access 349/639 2/7 496/494 5/16 16/1010/6Brittany Eagle Tree Access DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM (delay) Lemay/Trilby (signal) EB LT C C EB T C C EB RT C C EB APPROACH C C WB LT C C WB T D D WB RT C C WB APPROACH D D NB LT B B NB T B B NB T/RT B B NB APPROACH B B SB LT B B SB T B C SB T/RT B C SB APPROACH B B OVERALL C C Lemay/Brittany-Hawkeye (stop sign) EB LT C E (47.8 secs) EB T/RT B B EB APPROACH C E (37.6 secs) WB LT/T/RT C C NB LT A A SB LT A A OVERALL A A Brittany/Buchanan (stop sign) EB LT/T A A SB LT/RT A A OVERALL A A Brittany/Edgeware-Church Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Continued on next page DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 9 Continued from previous page TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM (delay) Brittany/Westbourn-Church Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Trilby/Brittany (stop sign) EB LT A A WB LT A A NB LT C E (46.5 secs) NB T/RT B B NB APPROACH C D SB LT C E (40.4 secs) SB T/RT B B SB APPROACH C C OVERALL A A Trilby/Eagle Tree Access (stop sign) WB LT A A NB LT/RT C C OVERALL A A DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 10 hours is defined as level of service E or better for each movement and leg, and level of service D or better overall. At arterial/arterial and collector/collector stop sign controlled intersections, acceptable operation is considered to be at level of service E, overall and level of service F, for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local stop sign controlled intersections; acceptable operation is considered to be at level of service D, overall and level of service F, for any approach leg. The City’s existing signal timing was used at the Lemay/Trilby intersection. The Lemay/Trilby, Lemay/Brittany-Hawkeye, Brittany/Buchanan, Brittany/ Edgeware-Church Access, Brittany/Westbourn-Church Access, Trilby/Brittany, and Trilby/Eagle Tree Access intersections currently meet the Fort Collins operational criteria with existing control and geometry in the morning and afternoon peak hours. At the Lemay/Brittany-Hawkeye intersection, the calculated delay for the eastbound left- turn movement and eastbound approach are commensurate with level of service E in the afternoon peak hour. At the Trilby/Brittany intersection, the calculated delay for the northbound and southbound left-turn movements are commensurate with level of service E in the afternoon peak hour. Pedestrian Facilities There are sidewalks along both sides of Lemay Avenue, Trilby Road, Brittany Street, Hawkeye Street, Westbourn Circle, Edgeware Street, and Buchanan Street, except for a portion along the south side of Brittany Street, adjacent to this development. Sidewalks will be incorporated within and adjacent to this development. Bicycle Facilities There are bicycle lanes along Lemay Avenue and Trilby Road within the study area. Transit Facilities Currently, this area of Fort Collins is not served by Transfort. DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 11 III. PROPOSED DEVELOPMENT Heartside Hill is a proposed residential development consisting of 9 single family dwelling units, 72 multi-family dwelling units, two group home dwelling units, a 1000 square foot office, and a 100 student daycare. Figure 5 shows the site plan of Heartside Hill site. The short range analysis (Year 2026) includes development of the Heartside Hill and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The site plan shows that the Heartside Hill will have access to/from Trilby Road and Brittany Street. The Trilby Road connection will allow ¾ access. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. Trip generation information contained in Trip Generation, 11th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at Heartside Hill site. The “Group Home” land use is not in the cited reference. As discussed in the Base Assumption Packet, four single family dwelling units reflected the expected daily and peak hour trip generation for the two group homes. 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 Heartside Hill resulted in 950 daily trip ends, 103 morning peak hour trip ends, and 113 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 9 D.U. 9.43 84 0.18 2 0.52 5 0.59 5 0.35 3 220 Multifamily Housing 72 D.U. 6.74 486 0.10 7 0.30 22 0.32 23 0.19 14 210 Group Home 4 D.U. 9.43 38 0.18 1 0.52 2 0.59 2 0.35 1 Total Residential 608 10 29 30 18 565 Day Care Center [80% external] 100 students 4.09 410 [328] 0.41 41 [33] 0.37 37 [29] 0.37 37 [29] 0.42 42 [34] 712 General Office 1.0 KSF 14.39 14 1.37 2 0.30 0 0.73 1 1.43 1 Total (external) 950 45 58 60 53 SITE PLAN Figure 5 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 12 DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 13 Trip Distribution Trip distribution for Heartside Hill 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) analysis future. The trip distribution was agreed to by City of Fort Collins staff. Background Traffic Projections Figure 7 shows the short range (2026) background traffic projections at the key intersections, 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 particularly “Sun Communities” and “43 Prime Multi-Family”. It was determined that traffic volumes would increase by approximately 2% per year plus other developments in the area. The development included in the short range (2026) future is The Foothills development. Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figure 8 shows the site generated peak hour traffic assignment. Figure 9 shows the short range (2026) 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 (MUTCD). The Lemay/Trilby intersection is currently signalized. The Lemay/Brittany-Hawkeye and Trilby/Brittany stop sign controlled intersections will not warrant signals in the future. Geometry Figure 10 shows a schematic of the minimum short range (2026) intersection geometry. At the Lemay/Brittany-Hawkeye intersection, a southbound right-turn lane is required. Using LCUASS, Figure 8-4 the threshold volume is 42 vehicles per hour. The forecasted afternoon peak hour volume is 54 vehicles per hour. At the posted speed of 40 mph, the right-turn lane should be 315 feet long, including bay taper of 160 feet. The west side of Lemay Avenue has curb/gutter and sidewalk north of Brittany Street. The landscaped parkway, with street trees, begins approximately 90 feet north of Brittany Street. If this southbound right-turn lane is installed, it would require: 1) new curb/gutter for 315 feet, plus a new curb return; 2) new sidewalk for approximately 215 feet; 3) SCALE: 1"=500' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 14 45% 30% 15% 10% SHORT RANGE (2026) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 15 Hawkeye Westbourn 30/251/036/3621/111/03/28/10 560/547 15/26 1/0 393/721 25/37 76/124432/40044/3279/234279/56163/143183/172 325/302 96/101 109/132 264/400 41/5910/026/246/26 11/34 2/1 24/19 AM/PM BrittanyBuchananLemayTrilby 2/18714/6848/215/42401/9232/837/30 1/1 12/12 8/3 0/0 8/3 0/00/00/02/40/09/80/3 17/12 0/0 3/14 18/20 0/0 2/08/100/02/221/100/02/3 0/0 4/3 0/0 0/0 0/0 EdgewareChurch AccessChurch Access Eagle TreeAccessBrittany 419/758 594/569 5/16 10/6 SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 16 Hawkeye Westbourn 16/1810/1118/17 3/10 8/7 10/6 4/50/02/71/12/26/6 4/5 0/1 6/8 AM/PM BrittanyBuchananLemay0/112/122/719/15 3/3 0/09/105/5 0/0 4/2 10/9 2/324/213/21/03/2 23/27 EdgewareChurch AccessChurch Access Eagle TreeAccessSite Access10/63/10 10/11 4/13 8/7Trilby 3/210/612/12 2/3 11/9 1/4Brittany Site Access SHORT RANGE (2026) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 17 Hawkeye Westbourn 30/251/036/3637/291/013/1326/27 563/557 15/26 9/7 403/727 25/37 80/129432/40044/3281/241280/56265/145183/172 331/308 100/106 109/133 270/408 41/59 AM/PM BrittanyBuchananLemay2/19714/6848/227/54403/9302/856/45 1/1 15/15 8/3 0/0 8/3 0/00/09/102/40/09/80/3 22/17 0/0 3/14 22/22 10/9 2/010/1324/212/224/121/02/3 0/0 4/3 3/2 0/0 23/27 EdgewareChurch AccessChurch Access Eagle TreeAccessSite Access10/610/63/10 604/580 5/16 4/13 427/765Trilby 3/20/010/610/00/026/242/1 36/31 2/3 6/26 22/43 1/4Brittany Site Access SHORT RANGE (2026) INTERSECTION GEOEMETRY Figure 10 DELICH ASSOCIATES Heartside Hill TIS, July 2022 Page 18 Hawkeye Westbourn BrittanyBuchananLemayTrilbyEdgewareChurch AccessChurch Access Brittany - Denotes Lane Eagle TreeAccessSite AccessSite AccessNot Recommended See Text - Required Lane Need rests with the City See Text STOPSTOP STOPSTOPSTOPSTOP STOPSTOPSTOPSTOP STOPSTOP DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 19 removal of 3-4 street trees; and 4) relocation of an electric vault and FC Connexion vault in the northwest quadrant of the Lemay/Brittany-Hawkeye intersection. In light of right-turn lane threshold being exceeded in only one peak hour and the above impacts, it is recommended that this southbound right-turn lane not be installed. At the Lemay/Trilby intersection, a southbound right-turn lane is required with existing traffic volumes. At the posted speed of 40 mph, the right-turn lane should be 315 feet, long including bay taper of 160 feet. The project generated traffic at this movement is not significant (morning peak hour – 2, afternoon peak hour – 7). Installation of this southbound right-turn lane would require significant impacts to the existing infrastructure in the northwest quadrant of this intersection. The need for this lane rests with the City of Fort Collins. The following analyses did not include these southbound right-turn lanes. Operation Analysis Operation analyses were performed at the Lemay/Trilby, Lemay/Brittany- Hawkeye, Brittany/Buchanan-Site Access, Brittany/Edgeware-Church Access, Brittany/ Westbourn-Church Access, Trilby/Brittany, and Trilby/Eagle Tree Access-Site Access intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2026 condition. Using the short range (2026) background traffic volumes shown in 7, the Lemay/Trilby, Lemay/Brittany-Hawkeye, Brittany/Buchanan, Brittany/Edgeware-Church Access, Brittany/Westbourn-Church Access, Trilby/Brittany, and Trilby/Eagle Tree Access intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. All the key intersections meet the Fort Collins criteria with regard to operation using the existing control, geometry, and signal timing. At the Lemay/Brittany-Hawkeye intersection, the calculated delay for the eastbound left- turn movement and eastbound approach are commensurate with level of service F in the afternoon peak hour. At the Trilby/Brittany intersection, the calculated delay for the northbound and southbound left-turn movements are commensurate with level of service F in the afternoon peak hour. At the Trilby/Brittany intersection, the calculated delay for the northbound approach is commensurate with level of service E in the afternoon peak hour. Using the short range (2026) total traffic volumes shown in Figure 10, the Lemay/Trilby, Lemay/Brittany-Hawkeye, Brittany/Buchanan-Site Access, Brittany/ Edgeware-Church Access, Brittany/Westbourn-Church Access, Trilby/Brittany, and Trilby/Eagle Tree Access-Site Access intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. All the key intersections will meet the Fort Collins operational criteria with the recommended geometry. At the Lemay/Brittany-Hawkeye intersection, the calculated delay for the eastbound left-turn movement and eastbound approach are commensurate with level of service F in the afternoon peak hour. At the Trilby/Brittany intersection, the calculated delay for the northbound left-turn and southbound left-turn movements is commensurate with level of service E in the morning peak hour. At the Trilby/Brittany intersection, the calculated delay for the northbound left-turn movement, southbound left-turn movement, DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 20 TABLE 3 Short Range (2026) Background Peak Hour Operation Intersection Movement Level of Service AM PM (delay) Lemay/Trilby (signal) EB LT C C EB T C C EB RT C B EB APPROACH C C WB LT C B WB T D D WB RT C C WB APPROACH D D NB LT B B NB T B C NB T/RT B C NB APPROACH B C SB LT B B SB T B C SB T/RT B C SB APPROACH B C OVERALL C C Lemay/Brittany-Hawkeye (stop sign) EB LT C F (70.8 secs) EB T/RT B C EB APPROACH C F (54.3 secs) WB LT/T/RT C D NB LT A B SB LT A A OVERALL A A Brittany/Buchanan (stop sign) EB LT/T A A SB LT/RT A A OVERALL A A Brittany/Edgeware-Church Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Continued on next page DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 21 Continued from previous page TABLE 3 Short Range (2026) Background Peak Hour Operation Intersection Movement Level of Service AM PM (delay) Brittany/Westbourn-Church Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Trilby/Brittany (stop sign) EB LT A A WB LT A A NB LT D F (81.1 secs) NB T/RT B B NB APPROACH C E (41.3 secs) SB LT D F (59.0 secs) SB T/RT B C SB APPROACH B C OVERALL A A Trilby/Eagle Tree Access (stop sign) NB RT B B OVERALL A A DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 22 TABLE 4 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service AM PM (delay) Lemay/Trilby (signal) EB LT C C EB T C C EB RT C B EB APPROACH C C WB LT C B WB T D D WB RT C C WB APPROACH D D NB LT B B NB T B C NB T/RT B C NB APPROACH B C SB LT B B SB T B C SB T/RT B C SB APPROACH B C OVERALL C C Lemay/Brittany-Hawkeye (stop sign) EB LT D F (98.5 secs) EB T/RT B C EB APPROACH C F (76.8 secs) WB LT/T/RT C D NB LT A B SB LT A A OVERALL A A Brittany/Buchanan-Site Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Brittany/Edgeware-Church Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Continued on next page DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 23 Continued from previous page TABLE 4 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service AM PM (delay) Brittany/Westbourn-Church Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Trilby/Brittany (stop sign) EB LT A A WB LT A A NB LT E (40.0 secs) F (107.2 secs) NB T/RT B B NB APPROACH C F (52 secs) SB LT E (35.4 secs) F (82.7 secs) SB T/RT B C SB APPROACH C E (36.8 secs) OVERALL A A Trilby/Eagle Tree Access-Site Access (stop sign) EB LT A A NB RT B B SB RT B C OVERALL A A DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 24 and northbound approach are commensurate with level of service F in the afternoon peak hour. At the Trilby/Brittany intersection, the calculated delay for the southbound approach is commensurate with level of service E in the afternoon peak hour. Pedestrian Level of Service Appendix F shows a map of the area that is within 1320 feet of Heartside Hill site. There are four destination areas within 1320 feet of the proposed Heartside Hill: 1) the residential neighborhood to the north of the site; 2) the residential neighborhood to the east of the site; 3) the residential neighborhood south of the site; and 4) the residential neighborhood west of the site. Appendix F also contains a map that shows the existing/planned pedestrian facilities within the influence area. The minimum level of service for “other” is C. Directness – The distance ratio to all pedestrian destinations is less than 1.6 (LOS C), since there will be the opportunity to have pedestrian crossing at the Lemay/Trilby intersection. Continuity – The continuity to all pedestrian destinations will be acceptable at LOS C, since there are sidewalks along all streets and this development will add sidewalk along Brittany Street. Street Crossings – The street crossings to all pedestrian destinations will be acceptable at LOS C, since the street crossings are 5 lanes or less. Visual Interest and Amenity – The visual interest and amenity to all pedestrian destinations is acceptable at LOS C, since most of the sidewalks have a residential neighborhood character. Security - The security to all pedestrian destinations is acceptable at LOS B, since most of the sidewalks are adjacent to residential land uses and the area has a residential neighborhood character. Acceptable pedestrian level of service will be achieved for all pedestrian destinations within 1320 of Heartside Hill. The Pedestrian LOS Worksheet is provided in Appendix F. Heartside Hill development will install sidewalk along Brittany Street adjacent to the site. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there are no destination area within 1320 feet of Heartside Hill site. The Bicycle LOS Worksheet is provided in Appendix F. The minimum level of service for this site is C. There are bike lanes on Lemay Avenue and Trilby Road. Therefore, it is concluded that acceptable bicycle level of service can be achieved. DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 25 Transit Level of Service Currently, this area of Fort Collins is not served by the Transit. Based on the Fort Collins Transit Master Plan dated April 2019, there will be local service (30 minutes all day) in the 5 year plan along Trilby Road. Transfort will determine where bus stops should be located based on likely ridership. DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 26 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of Heartside Hill development on the street system in the vicinity of the proposed development in the short range (2026) future. As a result of this analysis, the following is concluded: • The development of Heartside Hill site is feasible from a traffic engineering standpoint. At full development, Heartside Hill will generate the following traffic: 950 daily trip ends, 103 morning peak hour trip ends, and 113 afternoon peak hour trip ends. • Currently, the Lemay/Trilby, Lemay/Brittany-Hawkeye, Brittany/Buchanan, Brittany/Edgeware-Church Access, Brittany/Westbourn-Church Access, Trilby/ Brittany, and Trilby/Eagle Tree Access intersections meet the Fort Collins operational criteria with existing control and geometry in the morning and afternoon peak hours. At the Lemay/Brittany-Hawkeye intersection, the calculated delay for the eastbound left-turn movement and eastbound approach are commensurate with level of service E in the afternoon peak hour. At the Trilby/Brittany intersection, the calculated delay for the northbound and southbound left-turn movements are commensurate with level of service E in the afternoon peak hour. • The Lemay/Trilby intersection are currently signalized. The Lemay/Brittany- Hawkeye and Trilby/Brittany intersections are stop sign controlled intersections and will not warrant signals in the future. • In the short range (2026) future, given development of Heartside Hill and an increase in background traffic, the Lemay/Trilby, Lemay/Brittany-Hawkeye, Brittany/Buchanan-Site Access, Brittany/ Edgeware-Church Access, Brittany/Westbourn-Church Access, Trilby/Brittany, and Trilby/Eagle Tree Access-Site Access intersections will meet the Fort Collins operational criteria with the recommended control, geometry, and signal timing. At the Lemay/ Brittany-Hawkeye intersection, the calculated delay for the eastbound left-turn movement and eastbound approach are commensurate with level of service F in the afternoon peak hour. At the Trilby/Brittany intersection, the calculated delay for the northbound left-turn movement is commensurate with level of service E in the morning peak hour. At the Trilby/Brittany intersection, the calculated delay for the northbound left-turn movement, southbound left-turn movement, and northbound approach are commensurate with level of service F in the afternoon peak hour. At the Trilby/Brittany intersection, the calculated delay for the southbound approach is commensurate with level of service E in the afternoon peak hour. • The short range (2026) geometry is shown in Figure 10. At the Lemay/Brittany- Hawkeye intersection, a southbound right-turn lane is required. At the Lemay/Trilby intersection, a southbound right-turn lane is required with existing traffic volumes. DELICH Heartside Hill TIS, July 2022 ASSOCIATES Page 27 Installation of both of these right-turn lanes would have significant impacts to the existing infrastructure at these intersections. It is recommended that consideration be given to not building these lanes. • Acceptable level of service is achieved for pedestrian and bicycle modes based upon the measures in the multi-modal transportation guidelines. Based on the Fort Collins Transit Master Plan dated April 2019, there will be local service (30 minutes all day) in the 5 year plan along Trilby Road. Transfort will determine where bus stops should be located based on likely ridership. APPENDIX A 1 2 3 4 5 APPENDIX B 6 7 8 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/10/2021 Observer: Vicky Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Brittany/Buchanan S = straight L = left turn Time Northbound: Southbound: Buchanan Total Eastbound: Brittany Westbound: Brittany 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 5 2 7 7 0 3 3 1 1 2 5 12 7:45 0 8 3 11 11 0 5 5 0 3 3 8 19 8:00 0 4 1 5 5 0 5 5 3 0 3 8 13 8:15 0 5 2 7 7 2 3 5 2 1 3 8 15 7:30-8:30 0 0 0 0 22 0 8 30 30 2 16 0 18 0 6 5 11 29 59 PHF n/a n/a n/a n/a 0.69 n/a 0.67 0.68 0.25 0.8 n/a 0.9 n/a 0.5 0.42 0.92 0.78 4:30 0 7 0 7 7 0 5 5 2 9 11 16 23 4:45 0 2 0 2 2 0 0 0 4 1 5 5 7 5:00 0 4 0 4 4 1 5 6 7 4 11 17 21 5:15 0 7 0 7 7 0 8 8 5 8 13 21 28 4:30-5:30 0 0 0 0 20 0 0 20 20 1 18 0 19 0 18 22 40 59 79 PHF n/a n/a n/a n/a 0.71 n/a n/a 0.71 0.25 0.56 n/a 0.59 n/a 0.64 0.61 0.77 0.7110 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/10/2021 Observer: Vicky Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Brittany/Edgeware-Church Access S = straight L = left turn Time Northbound: Church Acces Southbound: Edgeware Total Eastbound: Brittany Westbound: Brittany Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 0 0 2 0 1 3 3 0 1 0 1 0 2 1 3 4 7 7:45 0 0 0 0 3 0 1 4 4 0 2 0 2 0 3 0 3 5 9 8:00 0 0 0 0 1 0 0 1 1 0 4 0 4 0 3 1 4 8 9 8:15 0 0 0 0 1 0 0 1 1 0 4 0 4 0 3 1 4 8 9 7:30-8:30 0 0 0 0 7 0 2 9 9 0 11 0 11 0 11 3 14 25 34 PHF n/a n/a n/a n/a 0.58 n/a 0.5 0.56 n/a 0.69 n/a 0.69 n/a 0.92 0.75 0.88 0.94 4:30 0 0 0 0 1 0 1 2 2 0 4 0 4 0 1 1 2 6 8 4:45 0 0 0 0 0 0 1 1 1 1 0 0 1 0 1 3 4 5 6 5:00 0 0 0 0 2 0 2 4 4 1 4 0 5 0 4 3 7 12 16 5:15 0 0 0 0 3 0 0 3 3 1 5 0 6 0 0 5 5 11 14 4:30-5:30 0 0 0 0 6 0 4 10 10 3 13 0 16 0 6 12 18 34 44 PHF n/a n/a n/a n/a 0.5 n/a 0.5 0.63 0.75 0.65 n/a 0.67 n/a 0.38 0.6 0.64 0.6911 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/8/2021 Observer: Vicky Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Brittany/Westbourn S = straight L = left turn Time Northbound: Brittany Southbound: Brittany Total Eastbound: Westbourn Westbound: Church Acces Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 0 0 0 4 2 6 6 1 0 1 2 0 0 0 0 2 8 7:45 1 2 0 3 0 4 0 4 7 0 0 1 1 0 0 0 0 1 8 8:00 1 2 0 3 0 7 0 7 10 1 0 1 2 0 0 0 0 2 12 8:15 0 2 0 2 0 2 0 2 4 0 0 1 1 0 0 0 0 1 5 7:30-8:30 2 6 0 8 0 17 2 19 27 2 0 4 6 0 0 0 0 6 33 PHF 0.5 0.75 n/a 0.67 n/a 0.61 0.25 0.68 0.5 n/a 1 0.75 n/a n/a n/a n/a 0.69 4:30 0 2 0 2 0 1 1 2 4 1 0 1 2 0 0 0 0 2 6 4:45 0 2 0 2 0 1 0 1 3 0 0 0 0 0 0 0 0 0 3 5:00 0 0 0 0 0 3 0 3 3 0 0 1 1 0 0 0 0 1 4 5:15 0 4 0 4 0 3 1 4 8 2 0 1 3 0 0 0 0 3 11 4:30-5:30 0 8 0 8 0 8 2 10 18 3 0 3 6 0 0 0 0 6 24 PHF n/a 0.5 n/a 0.5 n/a 0.67 0.5 0.63 0.38 n/a 0.75 0.5 n/a n/a n/a n/a 0.5512 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/9/2021 Observer: Vicky Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Brittany-Hawkeye S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Brittany Westbound: Hawkeye 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 0 124 1 125 0 78 1 79 204 12 1 4 17 0 0 3 3 20 224 7:45 0 150 0 150 0 95 4 99 249 10 0 2 12 1 0 1 2 14 263 8:00 1 140 4 145 1 67 2 70 215 4 0 1 5 2 0 1 3 8 223 8:15 1 125 1 127 1 59 6 66 193 5 0 3 8 3 0 1 4 12 205 7:30-8:30 2 539 6 547 2 299 13 314 861 31 1 10 42 6 0 6 12 54 915 PHF 0.5 0.9 0.38 0.91 0.5 0.79 0.54 0.79 0.65 0.25 0.63 0.62 0.5 n/a 0.5 0.75 0.87 4:30 1 122 0 123 1 155 10 166 289 6 0 3 9 2 0 0 2 11 300 4:45 4 163 0 167 1 180 3 184 351 4 0 1 5 1 0 0 1 6 357 5:00 3 98 0 101 5 176 10 191 292 5 1 0 6 0 0 2 2 8 300 5:15 6 133 2 141 0 174 11 185 326 9 0 6 15 0 0 1 1 16 342 4:30-5:30 14 516 2 532 7 685 34 726 1258 24 1 10 35 3 0 3 6 41 1299 PHF 0.58 0.79 0.25 0.8 0.35 0.95 0.77 0.95 0.67 0.25 0.42 0.58 0.38 n/a 0.38 0.75 0.9113 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/8/2021 Observer: Vicky Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Trilby/Brittany S = straight L = left turn Time Northbound: Brittany Southbound: Brittany 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 6 0 8 14 1 0 4 5 19 0 115 1 116 3 84 0 87 203 222 7:45 6 1 5 12 0 1 4 5 17 1 108 6 115 8 84 1 93 208 225 8:00 6 0 7 13 1 0 7 8 21 3 93 2 98 5 57 0 62 160 181 8:15 3 0 5 8 1 0 2 3 11 2 88 3 93 4 69 0 73 166 177 7:30-8:30 21 1 25 47 3 1 17 21 68 6 404 12 422 20 294 1 315 737 805 PHF 0.88 0.25 0.78 0.84 0.75 0.25 0.61 0.66 0.5 0.88 0.5 0.91 0.63 0.88 0.25 0.85 0.89 4:30 5 0 5 10 1 0 1 2 12 2 95 6 103 5 119 0 124 227 239 4:45 9 0 8 17 0 0 1 1 18 2 109 2 113 3 94 0 97 210 228 5:00 1 0 4 5 0 0 4 4 9 0 87 6 93 6 134 0 140 233 242 5:15 4 0 11 15 1 0 3 4 19 4 115 4 123 12 143 0 155 278 297 4:30-5:30 19 0 28 47 2 0 9 11 58 8 406 18 432 26 490 0 516 948 1006 PHF 0.53 n/a 0.64 0.69 0.5 n/a 0.56 0.69 0.5 0.88 0.75 0.88 0.54 0.86 n/a 0.83 0.8514 APPENDIX C 15 HCM 6th Signalized Intersection Summary 148: Lemay & Trilby Recent AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 150 276 80 36 234 99 52 393 40 57 253 65 Future Volume (veh/h) 150 276 80 36 234 99 52 393 40 57 253 65 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1796 1870 1870 1796 Adj Flow Rate, veh/h 176 325 6 42 275 5 61 462 36 67 298 48 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 337 473 400 267 344 291 586 1512 117 509 1390 221 Arrive On Green 0.11 0.25 0.25 0.04 0.18 0.18 0.05 0.45 0.45 0.05 0.45 0.45 Sat Flow, veh/h 1781 1870 1581 1781 1870 1580 1781 3340 259 1781 3059 486 Grp Volume(v), veh/h 176 325 6 42 275 5 61 245 253 67 171 175 Grp Sat Flow(s),veh/h/ln 1781 1870 1581 1781 1870 1580 1781 1777 1823 1781 1777 1768 Q Serve(g_s), s 6.0 12.6 0.2 1.5 11.3 0.2 1.4 7.0 7.1 1.6 4.7 4.8 Cycle Q Clear(g_c), s 6.0 12.6 0.2 1.5 11.3 0.2 1.4 7.0 7.1 1.6 4.7 4.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.14 1.00 0.27 Lane Grp Cap(c), veh/h 337 473 400 267 344 291 586 805 825 509 807 803 V/C Ratio(X) 0.52 0.69 0.01 0.16 0.80 0.02 0.10 0.30 0.31 0.13 0.21 0.22 Avail Cap(c_a), veh/h 427 538 455 369 421 355 698 805 825 618 807 803 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.8 27.0 22.4 24.8 31.2 26.7 10.4 13.9 13.9 10.6 13.2 13.2 Incr Delay (d2), s/veh 1.3 3.1 0.0 0.3 8.7 0.0 0.1 1.0 1.0 0.1 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 5.6 0.1 0.6 5.6 0.1 0.5 2.7 2.8 0.5 1.8 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.0 30.1 22.4 25.1 39.9 26.7 10.5 14.9 14.9 10.7 13.8 13.8 LnGrp LOS CCCCDC BBBBBB Approach Vol, veh/h 507 322 559 413 Approach Delay, s/veh 27.6 37.8 14.4 13.3 Approach LOS C D B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.0 41.4 6.4 25.3 7.1 41.2 12.0 19.7 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 * 6 4.0 6.0 Max Green Setting (Gmax), s 8.0 23.0 7.0 22.0 8.0 * 24 12.0 17.0 Max Q Clear Time (g_c+I1), s 3.4 6.8 3.5 14.6 3.6 9.1 8.0 13.3 Green Ext Time (p_c), s 0.0 0.9 0.0 0.6 0.0 1.4 0.2 0.3 Intersection Summary HCM 6th Ctrl Delay 22.0 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. 16 Timing Report, Sorted By Phase 148: Lemay & Trilby Recent AM Synchro 11 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s)12 29 11 28 12 29 16 23 Maximum Split (%) 15.0% 36.3% 13.8% 35.0% 15.0% 36.3% 20.0% 28.8% Minimum Split (s)11 28 11 28 11 27.5 11 29 Yellow Time (s)3 4.5 3 4 3 4.5 3 4.5 All-Red Time (s)1 1.5 121111.5 Minimum Initial (s)47474747 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)15 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)76 8 37 48 76 8 37 53 End Time (s)8 37 48 76 8 37 53 76 Yield/Force Off (s)4 31 44 70 4 31.5 49 70 Yield/Force Off 170(s) 4 16 44 55 4 16.5 49 54 Local Start Time (s)45 57 6 17 45 57 6 22 Local Yield (s)53 0 13 39 53 0.5 18 39 Local Yield 170(s)53 65 13 24 53 65.5 18 23 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 31 (39%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 148: Lemay & Trilby 17 Queues 148: Lemay & Trilby Recent AM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 176 325 94 42 275 116 61 509 67 374 v/c Ratio 0.42 0.59 0.16 0.11 0.74 0.25 0.11 0.40 0.16 0.28 Control Delay 17.6 29.1 1.8 13.9 42.3 1.4 11.8 20.6 12.2 17.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.6 29.1 1.8 13.9 42.3 1.4 11.8 20.6 12.2 17.4 Queue Length 50th (ft) 53 142 0 12 125 0 15 101 17 65 Queue Length 95th (ft) 86 210 8 27 193 0 34 140 36 97 Internal Link Dist (ft) 437 3262 2562 457 Turn Bay Length (ft) 375 375 150 100 175 250 Base Capacity (vph) 444 554 584 395 408 493 551 1285 443 1343 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.40 0.59 0.16 0.11 0.67 0.24 0.11 0.40 0.15 0.28 Intersection Summary 18 HCM 6th Signalized Intersection Summary 148: Lemay & Trilby Recent PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 148 265 87 52 346 120 97 364 29 130 505 203 Future Volume (veh/h) 148 265 87 52 346 120 97 364 29 130 505 203 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.97 1.00 0.99 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 1796 1870 1870 1796 Adj Flow Rate, veh/h 161 288 6 57 376 9 105 396 24 141 549 168 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 312 540 457 349 446 378 385 1298 78 523 1060 323 Arrive On Green 0.10 0.29 0.29 0.05 0.24 0.24 0.07 0.38 0.38 0.08 0.40 0.40 Sat Flow, veh/h 1781 1870 1583 1781 1870 1583 1781 3397 205 1781 2675 815 Grp Volume(v), veh/h 161 288 6 57 376 9 105 206 214 141 364 353 Grp Sat Flow(s),veh/h/ln 1781 1870 1583 1781 1870 1583 1781 1777 1826 1781 1777 1714 Q Serve(g_s), s 5.1 10.4 0.2 1.9 15.3 0.3 2.8 6.5 6.6 3.7 12.4 12.5 Cycle Q Clear(g_c), s 5.1 10.4 0.2 1.9 15.3 0.3 2.8 6.5 6.6 3.7 12.4 12.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.11 1.00 0.48 Lane Grp Cap(c), veh/h 312 540 457 349 446 378 385 679 698 523 704 679 V/C Ratio(X) 0.52 0.53 0.01 0.16 0.84 0.02 0.27 0.30 0.31 0.27 0.52 0.52 Avail Cap(c_a), veh/h 315 561 475 441 561 475 444 679 698 557 704 679 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.1 23.9 20.3 21.3 29.0 23.3 13.9 17.3 17.3 12.8 18.3 18.4 Incr Delay (d2), s/veh 1.4 0.9 0.0 0.2 9.2 0.0 0.4 1.2 1.1 0.3 2.7 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 4.4 0.1 0.8 7.5 0.1 1.0 2.6 2.7 1.3 5.1 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.6 24.8 20.3 21.5 38.3 23.4 14.2 18.4 18.4 13.0 21.0 21.2 LnGrp LOS CCCCDC BBBBCC Approach Vol, veh/h 455 442 525 858 Approach Delay, s/veh 23.6 35.8 17.6 19.8 Approach LOS C D B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.3 36.7 6.9 28.1 9.5 35.6 10.9 24.1 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 23.0 7.0 23.0 7.0 23.0 7.0 23.0 Max Q Clear Time (g_c+I1), s 4.8 14.5 3.9 12.4 5.7 8.6 7.1 17.3 Green Ext Time (p_c), s 0.0 1.7 0.0 0.7 0.0 1.1 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 23.2 HCM 6th LOS C 19 Timing Report, Sorted By Phase 148: Lemay & Trilby Recent PM Synchro 11 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s)11 29 11 29 11 29 11 29 Maximum Split (%) 13.8% 36.3% 13.8% 36.3% 13.8% 36.3% 13.8% 36.3% Minimum Split (s)11 28 11 28.5 11 28 11 29 Yellow Time (s)3 4.5 3 4.5 3 4.5 3 4.5 All-Red Time (s)1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s)47474747 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)15 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)0 11 40 51 0 11 40 51 End Time (s)11 40 51 0 11 40 51 0 Yield/Force Off (s)7 34 47 74 7 34 47 74 Yield/Force Off 170(s) 7 19 47 59 7 19 47 58 Local Start Time (s)46 57 6 17 46 57 6 17 Local Yield (s)53 0 13 40 53 0 13 40 Local Yield 170(s)53 65 13 25 53 65 13 24 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 34 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 148: Lemay & Trilby 20 Queues 148: Lemay & Trilby Recent PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 161 288 95 57 376 130 105 428 141 770 v/c Ratio 0.49 0.50 0.16 0.13 0.79 0.26 0.33 0.38 0.31 0.63 Control Delay 19.1 26.3 1.8 13.3 39.6 4.4 14.9 21.9 14.0 23.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.1 26.3 1.8 13.3 39.6 4.4 14.9 21.9 14.0 23.5 Queue Length 50th (ft) 47 122 0 16 169 0 28 86 38 163 Queue Length 95th (ft) 82 195 12 35 262 29 57 127 73 230 Internal Link Dist (ft) 446 1591 2561 441 Turn Bay Length (ft) 375 375 150 100 175 250 Base Capacity (vph) 328 582 613 442 540 542 321 1125 455 1213 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.49 0.49 0.15 0.13 0.70 0.24 0.33 0.38 0.31 0.63 Intersection Summary 21 HCM 6th TWSC 6: Lemay & Brittany/Hawkeye Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 1 11 70726357235713 Future Vol, veh/h 34 1 11 70726357235713 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 100 -----250--250-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 40 1 13 80827478242015 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 810 1191 218 970 1194 378 435 0 0 755 0 0 Stage 1 432 432 - 755 755 ------- Stage 2 378 759 - 215 439 ------- 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 271 186 786 208 185 620 1121 - - 851 - - Stage 1 572 581 - 367 415 ------- Stage 2 616 413 - 767 576 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 267 185 786 203 184 620 1121 - - 851 - - Mov Cap-2 Maneuver 267 185 - 203 184 ------- Stage 1 571 580 - 366 414 ------- Stage 2 607 412 - 751 575 ------- Approach EB WB NB SB HCM Control Delay, s 18.2 17.4 0 0 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)1121 - - 267 619 306 851 - - HCM Lane V/C Ratio 0.002 - - 0.15 0.023 0.054 0.003 - - HCM Control Delay (s) 8.2 - - 20.8 11 17.4 9.2 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0 - - 0.5 0.1 0.2 0 - - 22 HCM 6th TWSC 8: Lemay & Brittany/Hawkeye Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 1 11 3 0 3 16 614 2 7 824 34 Future Vol, veh/h 27 1 11 3 0 3 16 614 2 7 824 34 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 -----250--250-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 30 1 12 3 0 3 18 675 2 8 905 37 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1314 1653 471 1181 1670 339 942 0 0 677 0 0 Stage 1 940 940 - 712 712 ------- Stage 2 374 713 - 469 958 ------- 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 116 97 539 145 95 657 724 - - 911 - - Stage 1 283 340 - 389 434 ------- Stage 2 619 434 - 544 334 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 113 94 539 137 92 657 724 - - 911 - - Mov Cap-2 Maneuver 113 94 - 137 92 ------- Stage 1 276 337 - 379 423 ------- Stage 2 601 423 - 525 331 ------- Approach EB WB NB SB HCM Control Delay, s 37.6 21.3 0.3 0.1 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)724 - - 113 387 227 911 - - HCM Lane V/C Ratio 0.024 - - 0.263 0.034 0.029 0.008 - - HCM Control Delay (s) 10.1 - - 47.8 14.6 21.3 9 - - HCM Lane LOS B - - E B C A - - HCM 95th %tile Q(veh) 0.1 - - 1 0.1 0.1 0 - - 23 HCM 6th TWSC 9: Brittany & Buchanan Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 4.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 22 11 5 24 9 Future Vol, veh/h 2 22 11 5 24 9 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 2 26 13 6 28 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 19 0 - 0 46 16 Stage 1 - - - - 16 - Stage 2 - - - - 30 - 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 1597 - - - 964 1063 Stage 1 - - - - 1007 - Stage 2 - - - - 993 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1597 - - - 963 1063 Mov Cap-2 Maneuver - - - - 963 - Stage 1 - - - - 1006 - Stage 2 - - - - 993 - Approach EB WB SB HCM Control Delay, s 0.6 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1597 - - - 988 HCM Lane V/C Ratio 0.001 - - - 0.039 HCM Control Delay (s) 7.3 0 - - 8.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 24 HCM 6th TWSC 11: Brittany & Buchanan Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 17 30 24 22 0 Future Vol, veh/h 1 17 30 24 22 0 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 1 20 35 28 26 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 63 0 - 0 71 49 Stage 1 - - - - 49 - Stage 2 - - - - 22 - 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 1540 - - - 933 1020 Stage 1 - - - - 973 - Stage 2 - - - - 1001 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1540 - - - 932 1020 Mov Cap-2 Maneuver - - - - 932 - Stage 1 - - - - 972 - Stage 2 - - - - 1001 - Approach EB WB SB HCM Control Delay, s 0.4 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1540 - - - 932 HCM Lane V/C Ratio 0.001 - - - 0.028 HCM Control Delay (s) 7.3 0 - - 9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 25 HCM 6th TWSC 11: Church Access/Edgeware & Brittany Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 16 0 0 17 3000802 Future Vol, veh/h 0 16 0 0 17 3000802 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 19 0 0 20 4000902 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 24 0 0 19 0 0 42 43 19 41 41 22 Stage 1 ------1919-2222- Stage 2 ------2324-1919- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1591 - - 1597 - - 961 849 1059 963 851 1055 Stage 1 ------1000 880 - 996 877 - Stage 2 ------995875-1000 880 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1591 - - 1597 - - 959 849 1059 963 851 1055 Mov Cap-2 Maneuver ------959849-963851- Stage 1 ------1000 880 - 996 877 - Stage 2 ------993875-1000 880 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1591 - - 1597 - - 980 HCM Lane V/C Ratio -------0.012 HCM Control Delay (s) 0 0 - - 0 - - 8.7 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0 26 HCM 6th TWSC 13: Church Access/Edgeware & Brittany Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 11 0 0 17 13 000704 Future Vol, veh/h 3 11 0 0 17 13 000704 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 4 13 0 0 20 15 000805 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 35 0 0 13 0 0 51 56 13 49 49 28 Stage 1 ------2121-2828- Stage 2 ------3035-2121- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1576 - - 1606 - - 948 835 1067 951 843 1047 Stage 1 ------998878-989872- Stage 2 ------987866-998878- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1576 - - 1606 - - 941 832 1067 949 840 1047 Mov Cap-2 Maneuver ------941832-949840- Stage 1 ------995875-986872- Stage 2 ------983866-995875- Approach EB WB NB SB HCM Control Delay, s 1.6 0 0 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1576 - - 1606 - - 982 HCM Lane V/C Ratio - 0.002 -----0.013 HCM Control Delay (s) 0 7.3 0 - 0 - - 8.7 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0 27 HCM 6th TWSC 14: Brittany & Westbourn/Church Access Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 040002700192 Future Vol, veh/h 2 040002700192 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 050002800222 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 35 35 23 38 36 8 24 00800 Stage 1 23 23 - 12 12 ------- Stage 2 12 12 - 26 24 ------- 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 971 857 1054 967 856 1074 1591 - - 1612 - - Stage 1 995 876 - 1009 886 ------- Stage 2 1009 886 - 992 875 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 970 856 1054 962 855 1074 1591 - - 1612 - - Mov Cap-2 Maneuver 970 856 - 962 855 ------- Stage 1 994 876 - 1008 885 ------- Stage 2 1008 885 - 988 875 ------- Approach EB WB NB SB HCM Control Delay, s 8.5 0 1.6 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1591 - - 1024 - 1612 - - HCM Lane V/C Ratio 0.001 - - 0.007 ---- HCM Control Delay (s) 7.3 0 - 8.5 0 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0 - - 0 - 0 - - 28 HCM 6th TWSC 16: Brittany & Westbourn/Church Access Recent PM Synchro 11 Light Report 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 3 03000090092 Future Vol, veh/h 3 03000090092 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 4 0400001100112 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 23 23 12 25 24 11 13 0 0 11 0 0 Stage 1 12 12 - 11 11 ------- Stage 2 11 11 - 14 13 ------- 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 989 870 1069 986 869 1070 1606 - - 1608 - - Stage 1 1009 886 - 1010 886 ------- Stage 2 1010 886 - 1006 885 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 989 870 1069 983 869 1070 1606 - - 1608 - - Mov Cap-2 Maneuver 989 870 - 983 869 ------- Stage 1 1009 886 - 1010 886 ------- Stage 2 1010 886 - 1003 885 ------- Approach EB WB NB SB HCM Control Delay, s 8.5 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1606 - - 1027 - 1608 - - HCM Lane V/C Ratio - - - 0.007 ---- HCM Control Delay (s) 0 - - 8.5 0 0 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0 - 0 - - 29 HCM 6th TWSC 2: Brittany & Trilby Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 470 13 22 342 1 23 1 28 3 1 19 Future Vol, veh/h 7 470 13 22 342 1 23 1 28 3 1 19 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - - 100 - - 100 - - 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 8 528 15 25 384 1 26 1 31 3 1 21 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 385 0 0 543 0 0 998 987 536 1003 994 385 Stage 1 ------552552-435435- Stage 2 ------446435-568559- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1173 - - 1026 - - 223 247 545 221 245 663 Stage 1 ------518515-600580- Stage 2 ------591580-508511- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1173 - - 1026 - - 210 239 545 203 237 663 Mov Cap-2 Maneuver ------210239-203237- Stage 1 ------514511-596566- Stage 2 ------557566-474507- Approach EB WB NB SB HCM Control Delay, s 0.1 0.5 17.8 12.7 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)210 522 1173 - - 1026 - - 203 608 HCM Lane V/C Ratio 0.123 0.062 0.007 - - 0.024 - - 0.017 0.037 HCM Control Delay (s) 24.5 12.4 8.1 - - 8.6 - - 23 11.1 HCM Lane LOS C B A - - A - - C B HCM 95th %tile Q(veh) 0.4 0.2 0 - - 0.1 - - 0.1 0.1 30 HCM 6th TWSC 3: Brittany & Trilby Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 477 20 29 620 0 21 0 31 2 0 10 Future Vol, veh/h 9 477 20 29 620 0 21 0 31 2 0 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 561 24 34 729 0 25 0 36 2 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 729 0 0 585 0 0 1398 1392 573 1410 1404 729 Stage 1 ------595595-797797- Stage 2 ------803797-613607- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 875 - - 990 - - 118 142 519 116 140 423 Stage 1 ------491492-380399- Stage 2 ------377399-480486- Platoon blocked, % - - - - Mov Cap-1 Maneuver 875 - - 990 - - 111 135 519 104 133 423 Mov Cap-2 Maneuver ------111135-104133- Stage 1 ------485486-375385- Stage 2 ------354385-441480- Approach EB WB NB SB HCM Control Delay, s 0.2 0.4 26.2 18.2 HCM LOS D C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)111 519 875 - - 990 - - 104 423 HCM Lane V/C Ratio 0.223 0.07 0.012 - - 0.034 - - 0.023 0.028 HCM Control Delay (s) 46.5 12.5 9.2 - - 8.8 - - 40.4 13.8 HCM Lane LOS E B A - - A - - E B HCM 95th %tile Q(veh) 0.8 0.2 0 - - 0.1 - - 0.1 0.1 31 HCM 6th TWSC 18: Eagle Tree Access & Trilby Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 496 5 2 349 16 10 Future Vol, veh/h 496 5 2 349 16 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 584 6 2 411 19 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 590 0 1002 587 Stage 1 - - - - 587 - Stage 2 - - - - 415 - 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 - - 985 - 269 510 Stage 1 - - - - 556 - Stage 2 - - - - 666 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 985 - 268 510 Mov Cap-2 Maneuver - - - - 268 - Stage 1 - - - - 556 - Stage 2 - - - - 665 - Approach EB WB NB HCM Control Delay, s 0 0 17.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)328 - - 985 - HCM Lane V/C Ratio 0.093 - - 0.002 - HCM Control Delay (s) 17.1 - - 8.7 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - 32 HCM 6th TWSC 19: Eagle Tree Access & Trilby Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 494 16 7 639 10 6 Future Vol, veh/h 494 16 7 639 10 6 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 581 19 8 752 12 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 600 0 1359 591 Stage 1 - - - - 591 - Stage 2 - - - - 768 - 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 - - 977 - 164 507 Stage 1 - - - - 553 - Stage 2 - - - - 458 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 977 - 163 507 Mov Cap-2 Maneuver - - - - 163 - Stage 1 - - - - 553 - Stage 2 - - - - 454 - Approach EB WB NB HCM Control Delay, s 0 0.1 23 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)219 - - 977 - HCM Lane V/C Ratio 0.086 - - 0.008 - HCM Control Delay (s) 23 - - 8.7 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - 33 Table 4-2 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach leg Any Movement Signalized D1 E E2 Unsignalized Arterial / Arterial Collector / Collector E3 F4 Unsignalized Arterial / Collector Arterial / Local Collector / Local Local / Local D3 F4 Roundabout E 3,5 E54 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighted average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 34 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 35 APPENDIX D 36 HCM 6th Signalized Intersection Summary 148: Lemay & Trilby Short Background AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 183 325 96 41 264 109 76 432 44 63 279 79 Future Volume (veh/h) 183 325 96 41 264 109 76 432 44 63 279 79 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 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 1796 1870 1870 1796 Adj Flow Rate, veh/h 215 382 6 48 311 6 89 508 41 74 328 58 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 361 530 448 269 376 318 533 1394 112 453 1243 217 Arrive On Green 0.13 0.28 0.28 0.05 0.20 0.20 0.06 0.42 0.42 0.05 0.41 0.41 Sat Flow, veh/h 1781 1870 1582 1781 1870 1580 1781 3330 268 1781 3011 526 Grp Volume(v), veh/h 215 382 6 48 311 6 89 270 279 74 192 194 Grp Sat Flow(s),veh/h/ln 1781 1870 1582 1781 1870 1580 1781 1777 1821 1781 1777 1760 Q Serve(g_s), s 7.1 14.7 0.2 1.7 12.7 0.2 2.2 8.3 8.4 1.9 5.7 5.8 Cycle Q Clear(g_c), s 7.1 14.7 0.2 1.7 12.7 0.2 2.2 8.3 8.4 1.9 5.7 5.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.15 1.00 0.30 Lane Grp Cap(c), veh/h 361 530 448 269 376 318 533 744 763 453 734 727 V/C Ratio(X) 0.60 0.72 0.01 0.18 0.83 0.02 0.17 0.36 0.37 0.16 0.26 0.27 Avail Cap(c_a), veh/h 424 538 455 367 421 356 629 744 763 559 734 727 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.7 25.8 20.6 23.8 30.6 25.6 12.0 15.9 16.0 12.3 15.5 15.5 Incr Delay (d2), s/veh 1.7 4.6 0.0 0.3 11.8 0.0 0.1 1.4 1.4 0.2 0.9 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 2.9 6.7 0.1 0.7 6.6 0.1 0.8 3.3 3.4 0.7 2.3 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.4 30.5 20.6 24.1 42.4 25.7 12.1 17.3 17.3 12.5 16.3 16.4 LnGrp LOS CCCCDC BBBBBB Approach Vol, veh/h 603 365 638 460 Approach Delay, s/veh 27.5 39.7 16.6 15.7 Approach LOS C D B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.7 38.0 6.6 27.7 7.2 38.5 13.2 21.1 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 * 6 4.0 6.0 Max Green Setting (Gmax), s 8.0 23.0 7.0 22.0 8.0 * 24 12.0 17.0 Max Q Clear Time (g_c+I1), s 4.2 7.8 3.7 16.7 3.9 10.4 9.1 14.7 Green Ext Time (p_c), s 0.1 1.0 0.0 0.6 0.0 1.5 0.2 0.2 Intersection Summary HCM 6th Ctrl Delay 23.7 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. 37 Timing Report, Sorted By Phase 148: Lemay & Trilby Short Background AM Synchro 11 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s)12 29 11 28 12 29 16 23 Maximum Split (%) 15.0% 36.3% 13.8% 35.0% 15.0% 36.3% 20.0% 28.8% Minimum Split (s)11 28 11 28 11 27.5 11 29 Yellow Time (s)3 4.5 3 4 3 4.5 3 4.5 All-Red Time (s)1 1.5 121111.5 Minimum Initial (s)47474747 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)15 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)76 8 37 48 76 8 37 53 End Time (s)8 37 48 76 8 37 53 76 Yield/Force Off (s)4 31 44 70 4 31.5 49 70 Yield/Force Off 170(s) 4 16 44 55 4 16.5 49 54 Local Start Time (s)45 57 6 17 45 57 6 22 Local Yield (s)53 0 13 39 53 0.5 18 39 Local Yield 170(s)53 65 13 24 53 65.5 18 23 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 31 (39%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 148: Lemay & Trilby 38 Queues 148: Lemay & Trilby Short Background AM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 215 382 113 48 311 128 89 560 74 421 v/c Ratio 0.51 0.66 0.19 0.13 0.80 0.27 0.19 0.46 0.19 0.35 Control Delay 19.0 30.9 2.7 13.9 46.9 2.1 12.7 22.1 12.8 19.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.0 30.9 2.7 13.9 46.9 2.1 12.7 22.1 12.8 19.5 Queue Length 50th (ft) 65 171 0 13 145 0 24 116 19 76 Queue Length 95th (ft) 103 251 17 30 #240 4 45 155 39 109 Internal Link Dist (ft) 437 3262 2562 457 Turn Bay Length (ft) 375 375 150 100 175 250 Base Capacity (vph) 431 582 606 372 407 492 485 1225 411 1191 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.50 0.66 0.19 0.13 0.76 0.26 0.18 0.46 0.18 0.35 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 39 HCM 6th Signalized Intersection Summary 148: Lemay & Trilby Short Background PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 172 302 101 59 400 132 124 400 32 143 561 234 Future Volume (veh/h) 172 302 101 59 400 132 124 400 32 143 561 234 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.97 1.00 0.99 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 1796 1870 1870 1796 Adj Flow Rate, veh/h 187 328 6 64 435 26 135 435 27 155 610 192 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 310 591 500 359 499 423 342 1165 72 477 932 293 Arrive On Green 0.10 0.32 0.32 0.05 0.27 0.27 0.08 0.34 0.34 0.09 0.35 0.35 Sat Flow, veh/h 1781 1870 1584 1781 1870 1583 1781 3391 210 1781 2652 833 Grp Volume(v), veh/h 187 328 6 64 435 26 135 227 235 155 408 394 Grp Sat Flow(s),veh/h/ln 1781 1870 1584 1781 1870 1583 1781 1777 1824 1781 1777 1709 Q Serve(g_s), s 5.7 11.6 0.2 2.0 17.8 1.0 3.8 7.7 7.8 4.3 15.5 15.5 Cycle Q Clear(g_c), s 5.7 11.6 0.2 2.0 17.8 1.0 3.8 7.7 7.8 4.3 15.5 15.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.11 1.00 0.49 Lane Grp Cap(c), veh/h 310 591 500 359 499 423 342 610 627 477 624 601 V/C Ratio(X) 0.60 0.55 0.01 0.18 0.87 0.06 0.40 0.37 0.37 0.32 0.65 0.66 Avail Cap(c_a), veh/h 310 591 500 446 561 475 375 610 627 496 624 601 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.5 22.7 18.8 19.7 28.0 21.8 16.0 19.8 19.8 14.5 21.8 21.9 Incr Delay (d2), s/veh 3.3 1.1 0.0 0.2 12.9 0.1 0.7 1.7 1.7 0.4 5.3 5.5 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 2.4 4.9 0.1 0.8 9.1 0.3 1.4 3.2 3.3 1.6 6.8 6.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.8 23.8 18.8 19.9 40.9 21.9 16.8 21.5 21.5 14.9 27.1 27.4 LnGrp LOS C C B B D C B C C B C C Approach Vol, veh/h 521 525 597 957 Approach Delay, s/veh 23.4 37.4 20.4 25.2 Approach LOS CDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.5 33.1 7.1 30.3 10.1 32.5 11.0 26.4 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 23.0 7.0 23.0 7.0 23.0 7.0 23.0 Max Q Clear Time (g_c+I1), s 5.8 17.5 4.0 13.6 6.3 9.8 7.7 19.8 Green Ext Time (p_c), s 0.0 1.5 0.0 0.7 0.0 1.2 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 26.2 HCM 6th LOS C 40 Timing Report, Sorted By Phase 148: Lemay & Trilby Short Background PM Synchro 11 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s)11 29 11 29 11 29 11 29 Maximum Split (%) 13.8% 36.3% 13.8% 36.3% 13.8% 36.3% 13.8% 36.3% Minimum Split (s)11 28 11 28.5 11 28 11 29 Yellow Time (s)3 4.5 3 4.5 3 4.5 3 4.5 All-Red Time (s)1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s)47474747 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)15 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)0 11 40 51 0 11 40 51 End Time (s)11 40 51 0 11 40 51 0 Yield/Force Off (s)7 34 47 74 7 34 47 74 Yield/Force Off 170(s) 7 19 47 59 7 19 47 58 Local Start Time (s)46 57 6 17 46 57 6 17 Local Yield (s)53 0 13 40 53 0 13 40 Local Yield 170(s)53 65 13 25 53 65 13 24 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 34 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 148: Lemay & Trilby 41 Queues 148: Lemay & Trilby Short Background PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 187 328 110 64 435 143 135 470 155 864 v/c Ratio 0.62 0.58 0.18 0.16 0.85 0.28 0.50 0.44 0.37 0.80 Control Delay 23.2 28.7 2.5 13.3 44.5 5.1 19.2 23.2 15.2 30.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.2 28.7 2.5 13.3 44.5 5.1 19.2 23.2 15.2 30.0 Queue Length 50th (ft) 54 139 0 17 199 0 38 97 44 192 Queue Length 95th (ft) 94 224 19 38 #347 37 71 141 80 #292 Internal Link Dist (ft) 446 1591 2561 441 Turn Bay Length (ft) 375 375 150 100 175 250 Base Capacity (vph) 303 564 598 406 540 542 274 1071 424 1081 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.62 0.58 0.18 0.16 0.81 0.26 0.49 0.44 0.37 0.80 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 42 HCM 6th TWSC 6: Lemay & Brittany/Hawkeye Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 37 1 12 80827148240115 Future Vol, veh/h 37 1 12 80827148240115 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 100 -----250--250-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 44 1 14 90928409247218 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 909 1338 245 1090 1343 425 490 0 0 849 0 0 Stage 1 485 485 - 849 849 ------- Stage 2 424 853 - 241 494 ------- 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 230 152 755 170 151 578 1070 - - 785 - - Stage 1 532 550 - 322 375 ------- Stage 2 578 374 - 741 545 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 225 151 755 165 150 578 1070 - - 785 - - Mov Cap-2 Maneuver 225 151 - 165 150 ------- Stage 1 531 548 - 321 374 ------- Stage 2 568 373 - 724 543 ------- Approach EB WB NB SB HCM Control Delay, s 21.3 20.1 0 0 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)1070 - - 225 577 257 785 - - HCM Lane V/C Ratio 0.002 - - 0.193 0.027 0.073 0.003 - - HCM Control Delay (s) 8.4 - - 24.8 11.4 20.1 9.6 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0 - - 0.7 0.1 0.2 0 - - 43 HCM 6th TWSC 8: Lemay & Brittany/Hawkeye Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 1 12 3 0 3 18 684 2 8 923 42 Future Vol, veh/h 30 1 12 3 0 3 18 684 2 8 923 42 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 -----250--250-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 33 1 13 3 0 3 20 752 2 9 1014 46 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1471 1849 530 1319 1871 377 1060 0 0 754 0 0 Stage 1 1055 1055 - 793 793 ------- Stage 2 416 794 - 526 1078 ------- 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 89 74 493 115 71 621 653 - - 852 - - Stage 1 241 301 - 348 398 ------- Stage 2 585 398 - 503 293 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 86 71 493 107 68 621 653 - - 852 - - Mov Cap-2 Maneuver 86 71 - 107 68 ------- Stage 1 234 298 - 337 386 ------- Stage 2 564 386 - 483 290 ------- Approach EB WB NB SB HCM Control Delay, s 54.3 25.4 0.3 0.1 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)653 - - 86 338 183 852 - - HCM Lane V/C Ratio 0.03 - - 0.383 0.042 0.036 0.01 - - HCM Control Delay (s) 10.7 - - 70.8 16.1 25.4 9.3 - - HCM Lane LOS B - - F C D A - - HCM 95th %tile Q(veh) 0.1 - - 1.5 0.1 0.1 0 - - 44 HCM 6th TWSC 9: Brittany & Buchanan Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 4.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 24 11 6 26 10 Future Vol, veh/h 2 24 11 6 26 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 2 28 13 7 31 12 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 20 0 - 0 49 17 Stage 1 - - - - 17 - Stage 2 - - - - 32 - 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 1596 - - - 960 1062 Stage 1 - - - - 1006 - Stage 2 - - - - 991 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1596 - - - 959 1062 Mov Cap-2 Maneuver - - - - 959 - Stage 1 - - - - 1005 - Stage 2 - - - - 991 - Approach EB WB SB HCM Control Delay, s 0.6 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1596 - - - 986 HCM Lane V/C Ratio 0.001 - - - 0.043 HCM Control Delay (s) 7.3 0 - - 8.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 45 HCM 6th TWSC 11: Brittany & Buchanan Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 19 34 26 24 0 Future Vol, veh/h 1 19 34 26 24 0 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 1 22 40 31 28 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 71 0 - 0 80 56 Stage 1 - - - - 56 - Stage 2 - - - - 24 - 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 1529 - - - 922 1011 Stage 1 - - - - 967 - Stage 2 - - - - 999 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1529 - - - 921 1011 Mov Cap-2 Maneuver - - - - 921 - Stage 1 - - - - 966 - Stage 2 - - - - 999 - Approach EB WB SB HCM Control Delay, s 0.4 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1529 - - - 921 HCM Lane V/C Ratio 0.001 - - - 0.031 HCM Control Delay (s) 7.4 0 - - 9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 46 HCM 6th TWSC 11: Church Access/Edgeware & Brittany Short Background AM Synchro 11 Light Report 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 0 17 0 0 18 3000902 Future Vol, veh/h 0 17 0 0 18 3000902 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 20 0 0 21 40001102 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 25 0 0 20 0 0 44 45 20 43 43 23 Stage 1 ------2020-2323- Stage 2 ------2425-2020- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1589 - - 1596 - - 958 847 1058 960 849 1054 Stage 1 ------999879-995876- Stage 2 ------994874-999879- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1589 - - 1596 - - 956 847 1058 960 849 1054 Mov Cap-2 Maneuver ------956847-960849- Stage 1 ------999879-995876- Stage 2 ------992874-999879- Approach EB WB NB SB HCM Control Delay, s 0 0 0 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1589 - - 1596 - - 976 HCM Lane V/C Ratio -------0.013 HCM Control Delay (s) 0 0 - - 0 - - 8.7 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0 47 HCM 6th TWSC 13: Church Access/Edgeware & Brittany Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 12 0 0 20 14 000804 Future Vol, veh/h 3 12 0 0 20 14 000804 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 4 14 0 0 24 16 000905 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 40 0 0 14 0 0 57 62 14 54 54 32 Stage 1 ------2222-3232- Stage 2 ------3540-2222- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1570 - - 1604 - - 940 829 1066 944 837 1042 Stage 1 ------996877-984868- Stage 2 ------981862-996877- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1570 - - 1604 - - 933 827 1066 942 834 1042 Mov Cap-2 Maneuver ------933827-942834- Stage 1 ------993874-981868- Stage 2 ------977862-993874- Approach EB WB NB SB HCM Control Delay, s 1.5 0 0 8.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1570 - - 1604 - - 973 HCM Lane V/C Ratio - 0.002 -----0.015 HCM Control Delay (s) 0 7.3 0 - 0 - - 8.8 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0 48 HCM 6th TWSC 14: Brittany & Westbourn/Church Access Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 040002800212 Future Vol, veh/h 2 040002800212 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 050002900252 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 39 39 26 42 40 9 27 00900 Stage 1 26 26 - 13 13 ------- Stage 2 13 13 - 29 27 ------- 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 966 853 1050 961 852 1073 1587 - - 1611 - - Stage 1 992 874 - 1007 885 ------- Stage 2 1007 885 - 988 873 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 965 852 1050 956 851 1073 1587 - - 1611 - - Mov Cap-2 Maneuver 965 852 - 956 851 ------- Stage 1 991 874 - 1006 884 ------- Stage 2 1006 884 - 984 873 ------- Approach EB WB NB SB HCM Control Delay, s 8.6 0 1.5 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1587 - - 1020 - 1611 - - HCM Lane V/C Ratio 0.001 - - 0.007 ---- HCM Control Delay (s) 7.3 0 - 8.6 0 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0 - - 0 - 0 - - 49 HCM 6th TWSC 16: Brittany & Westbourn/Church Access Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0300001000102 Future Vol, veh/h 3 0300001000102 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 4 0400001200122 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 25 25 13 27 26 12 14 0 0 12 0 0 Stage 1 13 13 - 12 12 ------- Stage 2 12 12 - 15 14 ------- 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 986 868 1067 983 867 1069 1604 - - 1607 - - Stage 1 1007 885 - 1009 886 ------- Stage 2 1009 886 - 1005 884 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 986 868 1067 980 867 1069 1604 - - 1607 - - Mov Cap-2 Maneuver 986 868 - 980 867 ------- Stage 1 1007 885 - 1009 886 ------- Stage 2 1009 886 - 1002 884 ------- Approach EB WB NB SB HCM Control Delay, s 8.5 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1604 - - 1025 - 1607 - - HCM Lane V/C Ratio - - - 0.007 ---- HCM Control Delay (s) 0 - - 8.5 0 0 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0 - 0 - - 50 HCM 6th TWSC 2: Brittany & Trilby Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 560 15 25 393 1 30 1 36 3 1 21 Future Vol, veh/h 8 560 15 25 393 1 30 1 36 3 1 21 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - - 100 - - 100 - - 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 9 629 17 28 442 1 34 1 40 3 1 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 443 0 0 646 0 0 1167 1155 638 1175 1163 443 Stage 1 ------656656-499499- Stage 2 ------511499-676664- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1117 - - 939 - - 171 197 477 168 195 615 Stage 1 ------454462-554544- Stage 2 ------545544-443458- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1117 - - 939 - - 159 190 477 149 188 615 Mov Cap-2 Maneuver ------159190-149188- Stage 1 ------450458-550528- Stage 2 ------507528-401454- Approach EB WB NB SB HCM Control Delay, s 0.1 0.5 22.6 13.9 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)159 458 1117 - - 939 - - 149 557 HCM Lane V/C Ratio 0.212 0.091 0.008 - - 0.03 - - 0.023 0.044 HCM Control Delay (s) 33.6 13.6 8.2 - - 9 - - 29.7 11.8 HCM Lane LOS D B A - - A - - D B HCM 95th %tile Q(veh) 0.8 0.3 0 - - 0.1 - - 0.1 0.1 51 HCM 6th TWSC 3: Brittany & Trilby Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 547 26 37 721 0 25 0 36 2 0 11 Future Vol, veh/h 10 547 26 37 721 0 25 0 36 2 0 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 12 644 31 44 848 0 29 0 42 2 0 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 848 0 0 675 0 0 1627 1620 660 1641 1635 848 Stage 1 ------684684-936936- Stage 2 ------943936-705699- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 790 - - 916 - - 82 103 463 80 101 361 Stage 1 ------439449-318344- Stage 2 ------315344-427442- Platoon blocked, % - - - - Mov Cap-1 Maneuver 790 - - 916 - - 75 97 463 69 95 361 Mov Cap-2 Maneuver ------7597-6995- Stage 1 ------432442-313327- Stage 2 ------289327-382435- Approach EB WB NB SB HCM Control Delay, s 0.2 0.4 41.3 22 HCM LOS E C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)75 463 790 - - 916 - - 69 361 HCM Lane V/C Ratio 0.392 0.091 0.015 - - 0.048 - - 0.034 0.036 HCM Control Delay (s) 81.1 13.6 9.6 - - 9.1 - - 59 15.3 HCM Lane LOS F B A - - A - - F C HCM 95th %tile Q(veh) 1.5 0.3 0 - - 0.1 - - 0.1 0.1 52 HCM 6th TWSC 18: Eagle Tree Access & Trilby Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 594 5 0 419 0 10 Future Vol, veh/h 594 5 0 419 0 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 699 6 0 493 0 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 702 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 - 0 438 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----438 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 13.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)438 - - - HCM Lane V/C Ratio 0.027 - - - HCM Control Delay (s) 13.4 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.1 - - - 53 HCM 6th TWSC 19: Eagle Tree Access & Trilby Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 569 16 0 758 0 6 Future Vol, veh/h 569 16 0 758 0 6 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 669 19 0 892 0 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 679 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 - 0 452 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----452 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 13.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)452 - - - HCM Lane V/C Ratio 0.016 - - - HCM Control Delay (s) 13.1 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0 - - - 54 APPENDIX E 55 HCM 6th Signalized Intersection Summary 148: Lemay & Trilby Short Total AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 183 331 100 41 270 109 80 432 44 65 280 81 Future Volume (veh/h) 183 331 100 41 270 109 80 432 44 65 280 81 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 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 1796 1870 1870 1796 Adj Flow Rate, veh/h 215 389 5 48 318 6 94 508 41 76 329 57 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 360 535 452 268 382 323 532 1383 111 451 1232 211 Arrive On Green 0.13 0.29 0.29 0.05 0.20 0.20 0.06 0.42 0.42 0.05 0.41 0.41 Sat Flow, veh/h 1781 1870 1582 1781 1870 1580 1781 3330 268 1781 3021 517 Grp Volume(v), veh/h 215 389 5 48 318 6 94 270 279 76 192 194 Grp Sat Flow(s),veh/h/ln 1781 1870 1582 1781 1870 1580 1781 1777 1821 1781 1777 1761 Q Serve(g_s), s 7.1 15.0 0.2 1.7 13.0 0.2 2.4 8.4 8.4 1.9 5.7 5.9 Cycle Q Clear(g_c), s 7.1 15.0 0.2 1.7 13.0 0.2 2.4 8.4 8.4 1.9 5.7 5.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.15 1.00 0.29 Lane Grp Cap(c), veh/h 360 535 452 268 382 323 532 738 757 451 724 718 V/C Ratio(X) 0.60 0.73 0.01 0.18 0.83 0.02 0.18 0.37 0.37 0.17 0.26 0.27 Avail Cap(c_a), veh/h 423 538 455 366 421 356 623 738 757 556 724 718 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.6 25.7 20.5 23.6 30.5 25.4 12.2 16.1 16.1 12.6 15.7 15.8 Incr Delay (d2), s/veh 1.7 4.9 0.0 0.3 12.4 0.0 0.2 1.4 1.4 0.2 0.9 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 2.8 6.9 0.1 0.7 6.8 0.1 0.9 3.4 3.5 0.7 2.3 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.3 30.6 20.5 23.9 42.9 25.5 12.3 17.5 17.5 12.7 16.6 16.7 LnGrp LOS CCCCDC BBBBBB Approach Vol, veh/h 609 372 643 462 Approach Delay, s/veh 27.6 40.2 16.8 16.0 Approach LOS C D B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.9 37.6 6.6 27.9 7.3 38.2 13.2 21.3 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 * 6 4.0 6.0 Max Green Setting (Gmax), s 8.0 23.0 7.0 22.0 8.0 * 24 12.0 17.0 Max Q Clear Time (g_c+I1), s 4.4 7.9 3.7 17.0 3.9 10.4 9.1 15.0 Green Ext Time (p_c), s 0.1 1.0 0.0 0.6 0.0 1.5 0.2 0.2 Intersection Summary HCM 6th Ctrl Delay 23.9 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. 56 Queues 148: Lemay & Trilby Short Total AM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 215 389 118 48 318 128 94 560 76 424 v/c Ratio 0.52 0.66 0.19 0.13 0.81 0.27 0.20 0.46 0.19 0.36 Control Delay 19.1 31.2 3.1 13.9 47.7 2.1 12.8 22.2 12.9 19.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.1 31.2 3.1 13.9 47.7 2.1 12.8 22.2 12.9 19.5 Queue Length 50th (ft) 65 175 0 13 149 0 25 116 20 77 Queue Length 95th (ft) 103 256 19 30 #249 4 48 155 40 110 Internal Link Dist (ft) 437 3262 2562 457 Turn Bay Length (ft) 375 375 150 100 175 250 Base Capacity (vph) 428 585 608 368 408 493 480 1218 410 1185 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.50 0.66 0.19 0.13 0.78 0.26 0.20 0.46 0.19 0.36 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 57 Timing Report, Sorted By Phase 148: Lemay & Trilby Short Total AM Synchro 11 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s)12 29 11 28 12 29 16 23 Maximum Split (%) 15.0% 36.3% 13.8% 35.0% 15.0% 36.3% 20.0% 28.8% Minimum Split (s)11 28 11 28 11 27.5 11 29 Yellow Time (s)3 4.5 3 4 3 4.5 3 4.5 All-Red Time (s)1 1.5 121111.5 Minimum Initial (s)47474747 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)15 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)76 8 37 48 76 8 37 53 End Time (s)8 37 48 76 8 37 53 76 Yield/Force Off (s)4 31 44 70 4 31.5 49 70 Yield/Force Off 170(s) 4 16 44 55 4 16.5 49 54 Local Start Time (s)45 57 6 17 45 57 6 22 Local Yield (s)53 0 13 39 53 0.5 18 39 Local Yield 170(s)53 65 13 24 53 65.5 18 23 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 31 (39%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 148: Lemay & Trilby 58 HCM 6th Signalized Intersection Summary 148: Lemay & Trilby Short Total PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 172 308 106 59 408 133 129 400 32 145 562 241 Future Volume (veh/h) 172 308 106 59 408 133 129 400 32 145 562 241 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.97 1.00 0.99 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 1796 1870 1870 1796 Adj Flow Rate, veh/h 187 335 5 64 443 29 140 435 26 158 611 198 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 309 598 507 359 506 429 338 1150 69 475 908 294 Arrive On Green 0.10 0.32 0.32 0.05 0.27 0.27 0.08 0.34 0.34 0.09 0.35 0.35 Sat Flow, veh/h 1781 1870 1584 1781 1870 1583 1781 3400 203 1781 2631 851 Grp Volume(v), veh/h 187 335 5 64 443 29 140 227 234 158 412 397 Grp Sat Flow(s),veh/h/ln 1781 1870 1584 1781 1870 1583 1781 1777 1826 1781 1777 1705 Q Serve(g_s), s 5.7 11.9 0.2 2.0 18.1 1.1 3.9 7.7 7.8 4.4 15.8 15.9 Cycle Q Clear(g_c), s 5.7 11.9 0.2 2.0 18.1 1.1 3.9 7.7 7.8 4.4 15.8 15.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.11 1.00 0.50 Lane Grp Cap(c), veh/h 309 598 507 359 506 429 338 601 618 475 614 589 V/C Ratio(X) 0.60 0.56 0.01 0.18 0.87 0.07 0.41 0.38 0.38 0.33 0.67 0.67 Avail Cap(c_a), veh/h 309 598 507 446 561 475 367 601 618 491 614 589 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.4 22.5 18.6 19.5 27.9 21.7 16.3 20.1 20.1 14.8 22.3 22.3 Incr Delay (d2), s/veh 3.3 1.2 0.0 0.2 13.4 0.1 0.8 1.8 1.8 0.4 5.8 6.1 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 2.4 5.0 0.1 0.8 9.4 0.4 1.5 3.3 3.4 1.7 7.0 6.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.8 23.7 18.6 19.7 41.3 21.7 17.2 21.9 21.9 15.2 28.1 28.4 LnGrp LOS C C B B D C B C C B C C Approach Vol, veh/h 527 536 601 967 Approach Delay, s/veh 23.3 37.7 20.8 26.1 Approach LOS CDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.7 32.6 7.1 30.6 10.3 32.1 11.0 26.7 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 23.0 7.0 23.0 7.0 23.0 7.0 23.0 Max Q Clear Time (g_c+I1), s 5.9 17.9 4.0 13.9 6.4 9.8 7.7 20.1 Green Ext Time (p_c), s 0.0 1.5 0.0 0.7 0.0 1.2 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 26.7 HCM 6th LOS C 59 Queues 148: Lemay & Trilby Short Total PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 187 335 115 64 443 145 140 470 158 873 v/c Ratio 0.63 0.59 0.19 0.16 0.87 0.28 0.51 0.44 0.38 0.81 Control Delay 23.8 28.9 2.8 13.3 45.6 5.2 19.7 23.3 15.4 30.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.8 28.9 2.8 13.3 45.6 5.2 19.7 23.3 15.4 30.6 Queue Length 50th (ft) 54 143 0 17 204 0 39 97 45 194 Queue Length 95th (ft) #96 229 22 38 #357 37 73 141 81 #296 Internal Link Dist (ft) 446 1591 2561 441 Turn Bay Length (ft) 375 375 150 100 175 250 Base Capacity (vph) 299 566 600 402 540 542 275 1068 421 1076 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.63 0.59 0.19 0.16 0.82 0.27 0.51 0.44 0.38 0.81 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 60 Timing Report, Sorted By Phase 148: Lemay & Trilby Short Total PM Synchro 11 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s)11 29 11 29 11 29 11 29 Maximum Split (%) 13.8% 36.3% 13.8% 36.3% 13.8% 36.3% 13.8% 36.3% Minimum Split (s)11 28 11 28.5 11 28 11 29 Yellow Time (s)3 4.5 3 4.5 3 4.5 3 4.5 All-Red Time (s)1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s)47474747 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)15 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s)0 11 40 51 0 11 40 51 End Time (s)11 40 51 0 11 40 51 0 Yield/Force Off (s)7 34 47 74 7 34 47 74 Yield/Force Off 170(s) 7 19 47 59 7 19 47 58 Local Start Time (s)46 57 6 17 46 57 6 17 Local Yield (s)53 0 13 40 53 0 13 40 Local Yield 170(s)53 65 13 25 53 65 13 24 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 34 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 148: Lemay & Trilby 61 HCM 6th TWSC 6: Lemay & Brittany/Hawkeye Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 56 1 15 80827148240327 Future Vol, veh/h 56 1 15 80827148240327 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 100 -----250--250-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 66 1 18 90928409247432 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 918 1347 253 1091 1359 425 506 0 0 849 0 0 Stage 1 494 494 - 849 849 ------- Stage 2 424 853 - 242 510 ------- 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 227 150 746 169 147 578 1055 - - 785 - - Stage 1 526 545 - 322 375 ------- Stage 2 578 374 - 740 536 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 222 149 746 163 146 578 1055 - - 785 - - Mov Cap-2 Maneuver 222 149 - 163 146 ------- Stage 1 525 543 - 321 374 ------- Stage 2 568 373 - 719 534 ------- Approach EB WB NB SB HCM Control Delay, s 24.2 20.3 0 0 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)1055 - - 222 597 254 785 - - HCM Lane V/C Ratio 0.002 - - 0.297 0.032 0.074 0.003 - - HCM Control Delay (s) 8.4 - - 27.9 11.2 20.3 9.6 - - HCM Lane LOS A - - D B C A - - HCM 95th %tile Q(veh) 0 - - 1.2 0.1 0.2 0 - - 62 HCM 6th TWSC 8: Lemay & Brittany/Hawkeye Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 45 1 15 3 0 3 19 684 2 8 930 54 Future Vol, veh/h 45 1 15 3 0 3 19 684 2 8 930 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 150 -----250--250-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 49 1 16 3 0 3 21 752 2 9 1022 59 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1488 1866 541 1325 1894 377 1081 0 0 754 0 0 Stage 1 1070 1070 - 795 795 ------- Stage 2 418 796 - 530 1099 ------- 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 86 72 485 114 69 621 641 - - 852 - - Stage 1 236 296 - 347 398 ------- Stage 2 583 397 - 500 287 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 83 69 485 105 66 621 641 - - 852 - - Mov Cap-2 Maneuver 83 69 - 105 66 ------- Stage 1 228 293 - 336 385 ------- Stage 2 561 384 - 476 284 ------- Approach EB WB NB SB HCM Control Delay, s 76.8 25.8 0.3 0.1 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h)641 - - 83 352 180 852 - - HCM Lane V/C Ratio 0.033 - - 0.596 0.05 0.037 0.01 - - HCM Control Delay (s) 10.8 - - 98.5 15.8 25.8 9.3 - - HCM Lane LOS B - - F C D A - - HCM 95th %tile Q(veh) 0.1 - - 2.7 0.2 0.1 0 - - 63 HCM 6th TWSC 9: Site Access/Buchanan & Brittany Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 36 2 1 22 6 3 0 10 26 0 10 Future Vol, veh/h 2 36 2 1 22 6 3 0 10 26 0 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 42 2 1 26 7 4 0 12 31 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 33 0 0 44 0 0 85 82 43 85 80 30 Stage 1 ------4747-3232- Stage 2 ------3835-5348- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1579 - - 1564 - - 901 808 1027 901 810 1044 Stage 1 ------967856-984868- Stage 2 ------977866-960855- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1579 - - 1564 - - 889 806 1027 889 808 1044 Mov Cap-2 Maneuver ------889806-889808- Stage 1 ------966855-983867- Stage 2 ------965865-948854- Approach EB WB NB SB HCM Control Delay, s 0.4 0.3 8.7 9.1 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)991 1579 - - 1564 - - 927 HCM Lane V/C Ratio 0.015 0.001 - - 0.001 - - 0.046 HCM Control Delay (s) 8.7 7.3 0 - 7.3 0 - 9.1 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 64 HCM 6th TWSC 11: Site Access/Buchanan & Brittany Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 31 3 4 43 26 2 0 6 24 0 0 Future Vol, veh/h 1 31 3 4 43 26 2 0 6 24 0 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 90 90 85 85 90 90 90 85 90 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 36 3 4 51 31 2 0 7 28 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 82 0 0 39 0 0 115 130 38 118 116 67 Stage 1 ------4040-7575- Stage 2 ------7590-4341- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1515 - - 1571 - - 862 761 1034 858 774 997 Stage 1 ------975862-934833- Stage 2 ------934820-971861- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1515 - - 1571 - - 859 758 1034 850 771 997 Mov Cap-2 Maneuver ------859758-850771- Stage 1 ------974861-933831- Stage 2 ------931818-964860- Approach EB WB NB SB HCM Control Delay, s 0.2 0.4 8.7 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)984 1515 - - 1571 - - 850 HCM Lane V/C Ratio 0.009 0.001 - - 0.003 - - 0.033 HCM Control Delay (s) 8.7 7.4 0 - 7.3 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 65 HCM 6th TWSC 11: Church Access/Edgeware & Brittany Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 22 0 10 22 3009902 Future Vol, veh/h 0 22 0 10 22 3009902 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 26 0 12 26 4 0 0 11 11 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 30 0 0 26 0 0 79 80 26 84 78 28 Stage 1 ------2626-5252- Stage 2 ------5354-3226- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1583 - - 1588 - - 910 810 1050 903 812 1047 Stage 1 ------992874-961852- Stage 2 ------960850-984874- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1583 - - 1588 - - 903 804 1050 889 806 1047 Mov Cap-2 Maneuver ------903804-889806- Stage 1 ------992874-961845- Stage 2 ------950843-974874- Approach EB WB NB SB HCM Control Delay, s 0 2.1 8.5 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)1050 1583 - - 1588 - - 914 HCM Lane V/C Ratio 0.01 - - - 0.007 - - 0.014 HCM Control Delay (s) 8.5 0 - - 7.3 0 - 9 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 66 HCM 6th TWSC 13: Church Access/Edgeware & Brittany Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 17 0 9 22 14 0 0 10 8 0 4 Future Vol, veh/h 3 17 0 9 22 14 0 0 10 8 0 4 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 4 20 0 11 26 16 0 0 12 9 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 42 0 0 20 0 0 87 92 20 90 84 34 Stage 1 ------2828-5656- Stage 2 ------5964-3428- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1567 - - 1596 - - 899 798 1058 895 806 1039 Stage 1 ------989872-956848- Stage 2 ------953842-982872- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1567 - - 1596 - - 888 790 1058 878 798 1039 Mov Cap-2 Maneuver ------888790-878798- Stage 1 ------986869-953842- Stage 2 ------942836-968869- Approach EB WB NB SB HCM Control Delay, s 1.1 1.5 8.4 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)1058 1567 - - 1596 - - 926 HCM Lane V/C Ratio 0.011 0.002 - - 0.007 - - 0.015 HCM Control Delay (s) 8.4 7.3 0 - 7.3 0 - 8.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 67 HCM 6th TWSC 14: Brittany & Westbourn/Church Access Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 4 23 0 3 2 10 24 1 24 2 Future Vol, veh/h 2 0 4 23 0 3 2 10 24 1 24 2 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 0 5 27 0 4 2 12 28 1 28 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 63 75 29 64 62 26 30 0 0 40 0 0 Stage 1 31 31 - 30 30 ------- Stage 2 32 44 - 34 32 ------- 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 932 815 1046 930 829 1050 1583 - - 1570 - - Stage 1 986 869 - 987 870 ------- Stage 2 984 858 - 982 868 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 927 813 1046 924 827 1050 1583 - - 1570 - - Mov Cap-2 Maneuver 927 813 - 924 827 ------- Stage 1 985 868 - 986 869 ------- Stage 2 980 857 - 977 867 ------- Approach EB WB NB SB HCM Control Delay, s 8.6 9 0.4 0.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1583 - - 1003 937 1570 - - HCM Lane V/C Ratio 0.001 - - 0.007 0.033 0.001 - - HCM Control Delay (s) 7.3 0 - 8.6 9 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - - 68 HCM 6th TWSC 16: Brittany & Westbourn/Church Access Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 3 27 0 2 0 13 21 0 12 2 Future Vol, veh/h 3 0 3 27 0 2 0 13 21 0 12 2 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 4 0 4 32 0 2 0 15 25 0 14 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 44 55 15 45 44 28 16 0 0 40 0 0 Stage 1 15 15 - 28 28 ------- Stage 2 29 40 - 17 16 ------- 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 958 836 1065 957 848 1047 1602 - - 1570 - - Stage 1 1005 883 - 989 872 ------- Stage 2 988 862 - 1002 882 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 956 836 1065 954 848 1047 1602 - - 1570 - - Mov Cap-2 Maneuver 956 836 - 954 848 ------- Stage 1 1005 883 - 989 872 ------- Stage 2 986 862 - 999 882 ------- Approach EB WB NB SB HCM Control Delay, s 8.6 8.9 0 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1602 - - 1008 960 1570 - - HCM Lane V/C Ratio - - - 0.007 0.036 - - - HCM Control Delay (s) 0 - - 8.6 8.9 0 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - - 69 HCM 6th TWSC 2: Brittany & Trilby Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 563 15 25 403 9 30 1 36 13 1 37 Future Vol, veh/h 26 563 15 25 403 9 30 1 36 13 1 37 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - - 100 - - 100 - - 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 29 633 17 28 453 10 34 1 40 15 1 42 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 463 0 0 650 0 0 1236 1219 642 1234 1222 458 Stage 1 ------700700-514514- Stage 2 ------536519-720708- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1098 - - 936 - - 153 180 474 153 180 603 Stage 1 ------430441-543535- Stage 2 ------529533-419438- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1098 - - 936 - - 136 170 474 133 170 603 Mov Cap-2 Maneuver ------136170-133170- Stage 1 ------419430-529519- Stage 2 ------477517-372427- Approach EB WB NB SB HCM Control Delay, s 0.4 0.5 25.5 17.9 HCM LOS D C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)136 452 1098 - - 936 - - 133 565 HCM Lane V/C Ratio 0.248 0.092 0.027 - - 0.03 - - 0.11 0.076 HCM Control Delay (s) 40 13.8 8.4 - - 9 - - 35.4 11.9 HCM Lane LOS E B A - - A - - E B HCM 95th %tile Q(veh) 0.9 0.3 0.1 - - 0.1 - - 0.4 0.2 70 HCM 6th TWSC 3: Brittany & Trilby Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 557 26 37 727 7 25 0 36 13 0 29 Future Vol, veh/h 27 557 26 37 727 7 25 0 36 13 0 29 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 32 655 31 44 855 8 29 0 42 15 0 34 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 863 0 0 686 0 0 1699 1686 671 1703 1697 859 Stage 1 ------735735-947947- Stage 2 ------964951-756750- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 779 - - 908 - - 73 94 456 72 92 356 Stage 1 ------411425-314340- Stage 2 ------307338-400419- Platoon blocked, % - - - - Mov Cap-1 Maneuver 779 - - 908 - - 62 86 456 61 84 356 Mov Cap-2 Maneuver ------6286-6184- Stage 1 ------394408-301324- Stage 2 ------264322-348402- Approach EB WB NB SB HCM Control Delay, s 0.4 0.4 52 36.8 HCM LOS F E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)62 456 779 - - 908 - - 61 356 HCM Lane V/C Ratio 0.474 0.093 0.041 - - 0.048 - - 0.251 0.096 HCM Control Delay (s) 107.2 13.7 9.8 - - 9.2 - - 82.7 16.2 HCM Lane LOS F B A - - A - - F C HCM 95th %tile Q(veh) 1.9 0.3 0.1 - - 0.2 - - 0.9 0.3 71 HCM 6th TWSC 18: Eagle Tree Access/Site Access & Trilby Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 604 5 0 427 4 0 0 10 0 0 10 Future Vol, veh/h 3 604 5 0 427 4 0 0 10 0 0 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 -------0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 4 711 6 0 502 5 0 0 12 0 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 507 0 0 - - 0 - - 714 - - 505 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 4.12 -------6.22 - - 6.22 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 2.218 -------3.318 - - 3.318 Pot Cap-1 Maneuver 1058 - - 0 - - 0 0 431 0 0 567 Stage 1 - - - 0 - - 0 0 - 0 0 - Stage 2 - - - 0 - - 0 0 - 0 0 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 1058 -------431--567 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 0 0 13.6 11.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBT WBRSBLn1 Capacity (veh/h)431 1058 ----567 HCM Lane V/C Ratio 0.027 0.003 ----0.021 HCM Control Delay (s) 13.6 8.4 ----11.5 HCM Lane LOS B A ----B HCM 95th %tile Q(veh) 0.1 0 ----0.1 72 HCM 6th TWSC 19: Eagle Tree Access/Site Access & Trilby Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 580 16 0 765 13 006006 Future Vol, veh/h 10 580 16 0 765 13 006006 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 -------0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 85 85 85 85 90 85 90 85 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 682 19 0 900 14 007007 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 914 0 0 - - 0 - - 692 - - 907 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 4.12 -------6.22 - - 6.22 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 2.218 -------3.318 - - 3.318 Pot Cap-1 Maneuver 746 - - 0 - - 0 0 444 0 0 334 Stage 1 - - - 0 - - 0 0 - 0 0 - Stage 2 - - - 0 - - 0 0 - 0 0 - Platoon blocked, %- -- - Mov Cap-1 Maneuver 746 -------444--334 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 0.2 0 13.2 16 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBT WBRSBLn1 Capacity (veh/h)444 746 ----334 HCM Lane V/C Ratio 0.016 0.015 ----0.02 HCM Control Delay (s) 13.2 9.9 ----16 HCM Lane LOS B A ----C HCM 95th %tile Q(veh) 0 0 ----0.1 73 APPENDIX F 74 SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES 75 Pedestrian LOS Worksheet Project Location Classification: Other Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Residential neighborhood to the north of the site Residential Minimum C C C C C 1 Actual A C A C C Proposed A C A C C Residential neighborhood to the east of the site Residential Minimum C C C C C 2 Actual B B B C C Proposed B B B C C Residential neighborhood to the south of the site Residential Minimum C C C C C 3 Actual B B B C C Proposed B B B C C Residential neighborhood to the west of the site Residential Minimum C C C C C 4 Actual A C A C C Proposed A C A C C Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 76 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification 1 2 3 4 77