Loading...
HomeMy WebLinkAboutH 25 MULTI FAMILY - PDP200004 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 9 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 14 Trip Assignment ............................................................................................................ 14 Signal Warrants ............................................................................................................. 14 Geometry ...................................................................................................................... 21 Operation Analysis ........................................................................................................ 23 Pedestrian Level of Service ........................................................................................... 29 Bicycle Level of Service ................................................................................................ 34 Transit Level of Service ................................................................................................. 34 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 35 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2024) Background Peak Hour Operation .......................................... 25 4. Long Range (2040) Background Peak Hour Operation ........................................... 27 5. Short Range (2024) Total Peak Hour Operation ..................................................... 30 6. Long Range (2040) Total Peak Hour Operation ...................................................... 32 DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 11 6. Site Plan with Future Employment .......................................................................... 12 7. Trip Distribution ....................................................................................................... 13 8. Short Range (2024) Background Peak Hour Traffic ................................................ 15 9. Long Range (2040) Background Peak Hour Traffic................................................. 16 10. Short Range (2024) Site Generated Peak Hour Traffic ........................................... 17 11. Long Range (2040) Site Generated Peak Hour Traffic ............................................ 18 12. Short Range (2024) Total Peak Hour Traffic ........................................................... 19 13. Long Range (2040) Total Peak Hour Traffic ............................................................ 20 14. Short Range (2024) Geometry ................................................................................ 22 15. Long Range (2040) Geometry ................................................................................. 24 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Peak Hour Signal Warrants E. Short Range (2024) Background Peak Hour Operation F. Long Range (2040) Background Peak Hour Operation G. Short Range (2024) Total Peak Hour Operation H. Long Range (2040) total Peak Hour Operation I. Pedestrian/Bicycle Level of Service DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Harmony 25 Multi-Family. The Harmony 25 Multi-Family site is located in the southeast quadrant of the Harmony/Strauss Cabin intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (Harmony 25, LLC), the project engineer (Sanderson Stewart), the project planner (Norris Design), 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 the Harmony 25 Multi-Family. 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. DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Harmony 25 Multi-Family 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 commercial and residential. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The center of Fort Collins is to the northwest of the site. Roads The primary streets near the Harmony 25 Multi-Family site are Harmony Road, Strauss Cabin Road, Rock Creek Drive, and Kechter Road. The existing geometry at the Harmony/Strauss Cabin, Strauss Cabin/Wyatt Apartments North Access, Strauss Cabin/Rock Creek, and Kechter/Strauss Cabin intersections is shown in Figure 2. Harmony Road is to the north of (adjacent to) the Harmony 25 Multi-Family site. Harmony Road is an east-west street designated as a six-lane arterial street on the Fort Collins Master Street Plan. Currently, Harmony Road has a six-lane cross section, with auxiliary lanes at intersections. At the Harmony/Strauss Cabin intersection, Harmony Road has eastbound and westbound left-turn lanes, three through lanes in each direction, and eastbound and westbound right-turn lanes. There are also right-turn acceleration lanes in both the eastbound and westbound directions. The Harmony/ Strauss Cabin intersection has signal control. The existing speed limit in this area is 55 mph. Strauss Cabin Road is to the west of (adjacent to) the Harmony 25 Multi-Family site. On the Fort Collins Master Street Plan, it is a north-south street designated as a two-lane arterial street south of Harmony Road and designated as a collector street north of Harmony Road. Currently, Strauss Cabin Road has a two-lane cross section with minimal shoulders, north of Harmony Road. Strauss Cabin Road intersects with Horsetooth Road one mile to the north. South of Harmony Road and south of the accesses for the Wyatt Apartments, Strauss Cabin Road has a two-lane cross section with approximately 4 foot shoulders. At the Harmony/Strauss Cabin intersection, Strauss Cabin Road has northbound and southbound left-turn lanes (provision for dual left-turn lanes), one through lane in each direction, and northbound and southbound channelized right-turn lanes. At the Strauss Cabin/Wyatt Apartments North Access intersection, Strauss Cabin Road has northbound and southbound left-turn lanes, one through lane in each direction, and a southbound right-turn lane. The Strauss Cabin/Wyatt Apartments North Access intersection has stop sign control on the Wyatt Apartments North Access. At the Strauss Cabin/Rock Creek and Kechter/Strauss Cabin intersections, Strauss Cabin Road has all northbound and southbound movements combined in single lanes. The existing speed limit in this area is 40 mph. TIMNA Harmony 25 Strauss Cabin Kechter CR5 Harmony 25 Multi-Family CR7 Horsetooth Ziegler Future Employment Wyatt Apartments Strauss Cabin Rock Creek SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 4 Strauss Cabin Harmony Rock Creek Kechter Wyatt Apartments Access - Denotes Lane - Right-turn Acceleration Lane STOP STOP STOP STOP Exists for future Multi-Family Access Existing right-turn lane is substandard Existing transition taper that can function as a left-turn lane for only one vehicle Left-turn lane required on all arterial streets Right-turn lane is required with existing volumes Left-turn lane or right- turn lane is required with existing volumes DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 5 Rock Creek Drive is to the south of the Harmony 25 Multi-Family site. Rock Creek Drive is an east-west street designated as a collector street on the Fort Collins Master Street Plan. Currently, Rock Creek Drive has a two-lane cross section west of Strauss Cabin Road. At the Strauss Cabin/Rock Creek intersection, Rock Creek Drive has an eastbound left-turn lane and an eastbound right-turn lane. The Strauss Cabin/Rock Creek intersection has stop sign control on Rock Creek Drive. Kechter Road is to the south of the Harmony 25 Multi-Family site. Kechter Road is an east-west street designated as a two-lane arterial street on the Fort Collins Master Street Plan. Currently, Kechter Road has a two-lane cross section, with left-turn auxiliary lanes at intersections. At the Kechter/Strauss Cabin intersection, Kechter Road has an eastbound left-turn lane, a short transition taper on the east leg, and combined through/right-turn lanes in each direction. The Kechter/Strauss Cabin intersection has stop sign control on Strauss Cabin Road. Existing Traffic Figure 3 shows recent morning and afternoon peak hour traffic counts at the Harmony/Strauss Cabin, Strauss Cabin/Wyatt Apartments North Access, Strauss Cabin/Rock Creek, and Kechter/Strauss Cabin intersections. Recent morning and afternoon count data at the key intersections was obtained in December 2019. Raw count data is provided in Appendix B. Since the counts were performed on different days, the volumes between the key intersections were averaged/balanced and are shown in Figure 4. Existing Operation Using the volumes shown in Figure 4, the Harmony/Strauss Cabin, Strauss Cabin/Wyatt Apartments North Access, Strauss Cabin/Rock Creek, and Kechter/ Strauss Cabin intersections were evaluated and the morning and afternoon peak hour operation and calculated delay for levels of service E & F are displayed in Table 1. Calculation forms are provided in Appendix C. The intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual (2016HCM). A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual is provided in Appendix C. Table 4-3 showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix C. Acceptable operation at signalized intersections during the peak hours is defined as level of service D or better for the overall intersection, and level of service E or better for any leg or movement. The level of service threshold for arterial/arterial and arterial/collector or local stop sign controlled intersections is level of service F or better for any approach leg. Currently, the key intersections meet the Fort Collins operational criteria during the peak hours. At the Kechter/Strauss Cabin intersection, the southbound minor street leg is experiencing delays commensurate with level of service E and F in the peak hours. RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 6 Strauss Cabin Harmony 100/59 39/14 75/29 48/93 4/4 1581/2365 26/62 77/58 2303/1540 19/56 2/15 7/6 Rock Creek 44/26 147/84 24/27 64/89 26/18 11/34 Kechter 3/1 3/2 2/3 42/83 30/25 354/599 1/1 1/10 505/581 173/94 2/2 14/31 AM/PM Wyatt Apartments Access 2/15 178/83 19/40 81/102 43/18 8/9 AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 7 Strauss Cabin Harmony 102/59 39/14 77/29 48/93 4/4 1581/2365 25/64 76/60 2303/1540 19/56 2/15 7/6 Rock Creek 44/26 144/85 25/27 66/86 26/18 11/34 Kechter 3/1 3/2 2/3 57/82 29/24 354/599 1/1 1/10 505/581 144/89 2/2 20/30 AM/PM Wyatt Apartments Access 2/15 175/84 19/40 84/99 43/18 8/9 DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Harmony/Strauss Cabin (stop sign) EB LT E (57.0 secs) E (62.4 secs) EB T B C EB RT A A EB APPROACH B C WB LT D D WB T A A WB RT A A WB APPROACH B A NB LT D D NB T D E (57.0 secs) NB RT A A NB APPROACH D D SB LT D D SB T D D SB RT A A SB APPROACH D D OVERALL B B Strauss Cabin/Wyatt Apartments North Access (stop sign) EB LT/RT B A NB LT A A OVERALL A A Strauss Cabin/Rock Creek (stop sign) EB LT B B EB RT A A EB APPROACH B A NB LT/T A A OVERALL A A Kechter/Strauss Cabin (stop sign) NB LT/T/RT C D SB LT/T/RT E (39.5 secs) F (145.8 secs) EB LT A A WB LT A A OVERALL A B DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 9 It is important to note that several auxiliary turn lanes are required with the existing traffic volumes. At the Strauss Cabin/Rock Creek intersection, a northbound left-turn is required at all intersections along arterial streets. Also, the southbound right- turn that exists is substandard. At the Kechter/Strauss Cabin intersection, the east leg of Kechter Road has a substandard transition taper instead of a westbound left-turn lane. This transition taper can function as a left-turn lane for only one vehicle. Also, a westbound right-turn lane is required on Kechter Road with the existing traffic volumes. In addition, the southbound volumes indicate that either a left-turn lane or right-turn lane is needed. However, the south leg of Strauss Cabin Road is a local street and a northbound left-turn lane is not required on this leg. With the current stop sign control and implementation of a southbound left-turn lane, lane alignment may be problematic unless improvements are made on the south leg. An alternative improvement would be to build a right-turn lane and have southbound left turns and through traffic in the existing single lane. Pedestrian Facilities There are sidewalks along both sides of Harmony Road, east of Strauss Cabin Road. There are also sidewalks west of Strauss Cabin Road adjacent to the Wyatt Apartments. There are sidewalks on the west side of Strauss Cabin Road adjacent to the Wyatt Apartments property. Between the Wyatt Apartments property and Kechter Road, there are no sidewalks along this section of Strauss Cabin Road, except for a small section on the west side of the road, adjacent to the Observatory Village neighborhood (Rock Creek Drive), and on the west side of the road, south of Kechter Road. There are sidewalks on both sides of Rock Creek Drive. There are sidewalks on both sides of Kechter Road, west of Strauss Cabin Road, except for a small section just west of the Kechter/Strauss Cabin intersection. Bicycle Facilities Bicycle lanes exist on both sides of Harmony Road and on both sides of Kechter Road, west of Strauss Cabin Road. The shoulder is wide enough along Strauss Cabin Road for bicycles to utilize. There are bicycle lanes along Rock Creek Drive. Transit Facilities Currently, Transfort Route 16 operates along Harmony Road. There are no other Transfort facilities in this area of Fort Collins. DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Harmony 25 Multi-Family is a proposed apartment development. Figure 5 shows the site plan of the Harmony 25 Multi-Family site. The Harmony 25 Multi-Family will consist of 296 dwelling units, and will be constructed in the short range (2024) future. There will be one full-movement access to/from Strauss Cabin Road with the construction of the Harmony 25 Multi-Family. This access will line up with the Wyatt Apartments North Access. The short range analysis (Year 2024) includes development of the Harmony 25 Multi-Family and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. Figure 6 shows the site plan for the Harmony 25 Multi-Family in relation to the Future Employment area (Weitzel’s Pond #1) to the south. The Future Employment portion will have employment type commercial land uses. They are not part of this PDP. These parcels are included in the long range (2040) analyses. In the long range (2040) future, there will be four accesses to/from Strauss Cabin Road. There will be two full-movement accesses, one right-in/right-out/left-in access (3/4 Access), and one right-in/right-out access (Multi-Family Access). The full-movement Multi-Family Access, to/from the Harmony 25 Multi-Family in the short range (2024) future, will become right- in/right-out in the long range (2040) future. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 10 th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at this site. Table 2 shows the weekday daily, morning, and afternoon peak hour trip generation for the Harmony 25 Multi-Family. In the short range (2024) future, with development of the Harmony 25 Multi-Family, the site will generate approximately 1,612 weekday vehicle trip ends, 107 morning peak hour vehicle trip ends, and 130 afternoon peak hour vehicle 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 Multi-Family 221 Mid-Rise Apartments 296 D.U. EQ 1612 0.09 28 0.27 79 0.27 79 0.17 51 Trip Distribution Directional distribution of the generated trips was determined for the Harmony 25 Multi-Family site. Figure 7 shows the vehicle trip distribution used for the Harmony 25 Multi-Family site. The trip distribution was discussed and agreed to in the scoping exercise. SCALE: 1"=100 SITE PLAN Harmony 25 Multi-Family TIS, February 2020 Page 11 DELICH ASSOCIATES Figure 5 Connection to Adjacent Parcel by/before Long Range (2040) Strauss Cabin Road Harmony Road Multi-Family Access Connection to Employment by/ before Long Range (2040) SITE PLAN WITH FUTURE EMPLOYMENT Figure 6 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 12 SCALE: 1"=400' Access A 3/4 Access Access B Harmony 25 Multi-Family Future Employment (Weitzel Pond #1) Multi-Family Access Harmony Strauss Cabin Kechter 45% 25% 5% NOM 10% 10% 5% Rock Creek M ulti-Family Access SCALE: 1"=1000' TRIP DISTRIBUTION Figure 7 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 13 DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 14 Background Traffic Projections Figure 8 shows the short range (2024) background morning and afternoon peak hour vehicle traffic projections at the Harmony/Strauss Cabin, Strauss Cabin/Wyatt Apartments North Access, Strauss Cabin/Wyatt Apartments South Access, Strauss Cabin/Rock Creek, and Kechter/Strauss Cabin intersections. Short range (2024) background traffic forecasts were developed by factoring the existing traffic by two percent per year and adding site generated traffic from the full occupancy of the Wyatt Apartments. For the long range (2040) future, the site generated traffic volumes from various properties in the area were used in addition to a one percent per year general increase in background traffic. Figure 9 shows the long range (2040) background peak hour traffic at the key intersections. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Using the trip distribution shown in Figure 7, Figure 10 shows the assignment of the short range (2024) site generated peak hour traffic. Figure 11 shows the expected site generated peak hour traffic related to the Harmony 25 Multi-Family site and the Future Employment portion to the south. This information was obtained from a previous TIS and is used for the long range (2040) analysis. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the key intersections. Figures 12 and 13 show the short range (2024) and long range (2040) total peak hour traffic at the key intersections, respectively. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The Harmony/ Strauss Cabin intersection is currently signalized. For the roads in the vicinity of the Harmony 25 Multi-Family Development, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to estimate whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. SHORT RANGE (2024) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 15 Strauss Cabin Harmony 145/91 47/18 106/50 53/102 5/5 1660/2483 34/112 88/96 2418/1617 21/62 3/21 8/7 Rock Creek 49/29 163/107 32/30 94/102 29/20 12/38 Kechter 3/1 3/2 2/3 71/92 36/36 389/659 1/1 1/10 556/639 161/102 2/2 35/39 AM/PM 4/15 218/117 Wyatt Apartments North Access 20/78 105/151 80/42 15/8 4/13 188/114 Wyatt Apartments South Access 8/34 112/125 34/18 14/7 Strauss Cabin LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 16 Strauss Cabin Harmony 195/110 60/40 135/60 235/185 35/70 1910/2815 50/145 105/115 2750/1840 125/270 30/50 60/45 Rock Creek 70/40 245/150 40/45 145/165 40/30 20/55 Kechter 40/30 25/15 25/15 110/100 45/50 435/740 25/45 10/25 620/715 180/120 15/30 55/40 390/210 Wyatt Apartments North Access 20/80 165/230 10/30 275/150 Wyatt Apartments South Access 10/35 170/205 115/60 15/5 AM/PM Rounded to Nearest 5 Vehicles 15/10 Strauss Cabin SHORT RANGE (2024) SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 17 Strauss Cabin Harmony Rock Creek Kechter AM/PM Wyatt Apartments North Access 7/20 Wyatt Apartments South Access 20/13 21/59 7/20 59/38 20/13 35/23 4/2 20/13 13/35 7/20 1/4 6/16 4/3 16/10 1/4 8/5 8/5 3/8 3/8 Multi-Family Access Strauss Cabin LONG RANGE (2035) SITE GENERATED PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 18 Strauss Cabin Access A 3/4 Access Access B Harmony Rock Creek Kechter 46/57 77/15 39/45 26/5 27/53 19/4 62/30 32/7 3/20 7/46 7/20 27/79 19/8 50/70 270/75 Wyatt Apartments North Access Multi-Family Access Wyatt Apartments South Access AM/PM 96/19 174/56 30/120 22/4 19/117 27/53 13/79 35/216 14/21 6/19 25/94 54/173 17/11 12/33 8/21 161/44 7/5 91/26 18/5 1/2 75/29 14/40 13/39 37/14 38/15 SHORT RANGE (2024) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 19 Strauss Cabin Harmony 180/114 51/20 126/63 53/102 5/5 1660/2483 47/147 95/116 2418/1617 21/62 4/25 8/7 Rock Creek 49/29 169/123 36/33 110/112 30/24 12/38 Kechter 3/1 3/2 2/3 79/97 39/44 389/659 1/1 1/10 556/639 164/110 2/2 43/44 AM/PM Wyatt Apartments North Access 4/13 195/134 Wyatt Apartments South Access 8/34 132/138 34/18 14/7 Multi-Family Access 80/42 NOM 15/8 59/38 NOM 20/13 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 13 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 20 Strauss Cabin Harmony AM/PM Rounded to Nearest 5 Vehicles Kechter 235/190 35/70 1920/2835 210/190 195/140 250/285 65/60 160/155 2755/1845 125/270 50/55 60/45 235/270 75/15 215/265 20/5 70/40 320/180 Rock Creek 45/65 175/245 60/40 20/55 40/30 25/15 25/15 125/140 85/65 435/740 25/45 10/25 620/715 215/135 15/30 70/80 50/70 425/425 15/20 Multi-Family Access Access A 20/115 NOM 30/55 10/30 305/270 25/5 DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 21 Using the short range (2024) total peak hour traffic (Figure 12), the peak hour signal warrant will not be met in the peak hours at the Kechter/Strauss Cabin intersection. This intersection is a candidate for roundabout control, since it is not known that it will meet other signal warrants. It will be analyzed with stop sign, roundabout control, and signal control in the short range (2024) future. In the long range (2040) future, this intersection will be analyzed with roundabout control and signal control. Peak hour signal warrants will not be met at the other stop sign controlled intersections. The peak hour signal warrant analyses are provided in Appendix E. Geometry The following geometric evaluations utilize the short range (2024) total peak hour traffic forecasts (Figure 12) and the long range (2040) total peak hour traffic forecasts (Figure 13). The short range (2024) geometry is shown in Figure 14. The cross section of Strauss Cabin Road should have a center left-turn lane, one through lane in each direction, and bicycle lanes. The center left-turn lane is a requirement on all arterial streets. This would be true for the existing, background, and total traffic. Right-turn lanes were evaluated using Figure 8-4 in LCUASS. When the Strauss Cabin/Access A intersection is built, along with internal circulation within the overall development, the Multi-Family Access will be changed to right-in/right-out. At the Strauss Cabin/Rock Creek intersection, a southbound right-turn lane is required in the afternoon peak hour with the short range (2024) background traffic. Currently, there is a short (substandard) right-turn lane at this intersection. Since Strauss Cabin Road is an arterial street, it should have left-turn lanes at intersections regardless of what the traffic volumes are at any given intersection. Therefore, a northbound left-turn lane is required at the Strauss Cabin/Rock Creek intersection. This development adds no traffic to the northbound left-turn movement. At the Kechter/Strauss Cabin intersection, a westbound right-turn lane is shown to be required with the existing peak hour traffic. The existing southbound volumes at this intersection indicate that either a southbound left-turn lane or right-turn lane is required. This development adds some traffic to the southbound left-turn and right-turn movements at the intersection. However, the south leg of Strauss Cabin Road is a local street and a northbound left-turn lane is not required on this leg. With the current stop sign control and implementation of a southbound left-turn lane, lane alignment may be problematic unless improvements are made on the south leg. An alternative improvement would be to build a right-turn lane and have southbound left turns and through traffic in the existing single lane. Also, the east leg of Kechter Road has a substandard transition taper instead of a westbound left- turn lane. This transition taper can function as a left- turn lane for only one vehicle. This should be a fully functional westbound left-turn lane. This development adds no traffic to the westbound left-turn movement at the intersection. As discussed under “Operation Analysis,” this SHORT RANGE (2024) GEOMETRY Figure 14 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 22 Strauss Cabin Harmony Kechter Wyatt Apartments North Access Multi-Family Access Strauss Cabin STOP Rock Creek STOP STOP STOP STOP STOP OR - Right-turn Acceleration Lane - Required Lane - Existing Lane Existing right-turn lane is substandard Left-turn lane required on all arterial streets (existing and background traffic) Existing transition taper that can function as a left-turn lane for only one vehicle Right-turn lane is required with existing and background volumes Right-turn lane is required with existing and background volumes With signal control, this intersection is analyzed with the existing geometry to demonstrate that it can meet Fort Collins operational criteria Wyatt Apartments South Access OR DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 23 intersection meets the level of service criterion without any geometric improvements. As mentioned earlier, this intersection will be analyzed with stop sign control, roundabout control, and signal control. This intersection is a candidate for roundabout control. That decision rests with the City. In 2017, the City of Fort Collins and the Harmony 25 development reached an agreement on funding for this intersection. The long range (2040) geometry is shown in Figure 15. Much of the verbiage related to the short range (2024) geometry is applicable in the long range (2040) future. At the Harmony/Strauss Cabin intersection, there is currently provision for the eventual northbound and southbound dual left-turn lanes. Implementation of the dual left-turn lanes would require restriping and adjustment to the signal. Roundabout control at the Kechter/Strauss Cabin intersection is recommended as the ultimate control at this intersection. Operation Analysis Operation analyses were performed at the Harmony/Strauss Cabin, Strauss Cabin/Wyatt Apartments North-Multi-Family Access, Strauss Cabin/Wyatt Apartments South-Access A, Strauss Cabin/¾ Access, Strauss Cabin/Access B, Strauss Cabin/ Rock Creek, and Kechter/Strauss Cabin intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2024 condition, and for the long range analysis, reflecting a year 2040 condition. Under the short range (2024) and long range (2040) conditions, the calculated delay for each movement and leg is provided when the level of service falls in the LOS E or LOS F categories. Using the short range (2024) background morning and afternoon peak hour traffic volumes, the Harmony/Strauss Cabin, Strauss Cabin/Wyatt Apartments North Access, Strauss Cabin/Wyatt Apartments South Access, Strauss Cabin/Rock Creek, and Kechter/Strauss Cabin intersections operate as indicated in Table 3. The Strauss Cabin/Rock Creek intersection and Kechter/Strauss Cabin intersection were analyzed with the existing geometry in Table 3. Calculation forms for these analyses are provided in Appendix E. The key intersections will meet the Fort Collins operational criteria during the peak hours, except for the Kechter/Strauss Cabin intersection with stop sign control. At this intersection, the southbound minor street leg will experience delays that are commensurate with level of service F. The Kechter/Strauss Cabin intersection would operate acceptably with roundabout control or signalization. Using the long range (2040) background morning and afternoon peak hour traffic volumes, the key intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. Under the long range (2040) background traffic condition, the Harmony/Strauss Cabin intersection was analyzed with signal control and minimal geometric improvements in order to meet the Fort Collins operational criteria. The Kechter/Strauss Cabin intersection was analyzed with roundabout and signal control. LONG RANGE (2040) GEOMETRY Figure 15 DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 Page 24 Strauss Cabin Harmony Kechter Strauss Cabin Rock Creek STOP Wyatt Apartments Access A South Access Access B 3/4 Access OR STOP STOP STOP STOP Wyatt Apartments North Access Multi-Family Access STOP STOP - Denotes Lane - Right-turn Acceleration Lane DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 25 TABLE 3 Short Range (2024) Background Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT E (57.6 secs) E (62.8 secs) EB T B C EB RT A A EB APPROACH B C WB LT D D WB T B A WB RT A A WB APPROACH B A NB LT D D NB T D E (57.3 secs) NB RT A A NB APPROACH D D SB LT D D SB T D E (55.6 secs) SB RT A A SB APPROACH D D OVERALL B C Strauss Cabin/Wyatt Apartments North Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A Strauss Cabin/Wyatt Apartments South Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A Strauss Cabin/Rock Creek (stop sign) (current geometry) EB LT B B EB RT A A EB APPROACH B A NB LT/T A A OVERALL A A Continued on next page DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 26 Continued from previous page TABLE 3 Short Range (2024) Background Peak Hour Operation Intersection Movement Level of Service AM PM Kechter/Strauss Cabin (stop sign) (current geometry) NB LT/T/RT D D SB LT/T/RT F (73.1 secs) F (336.6 secs) EB LT A A WB LT A A OVERALL A D Kechter/Strauss Cabin (roundabout) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A A SBLT/T/RT A A OVERALL A B Kechter/Strauss Cabin (signal) (current geometry) EB LT B B EB T/RT A A EB APPROACH A A WB LT A A WB T/RT A A WB APPROACH A A NB LT/T/RT B B SB LT/T/RT B B OVERALL A A DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 27 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT E (71.3 secs) E (72.9 secs) EB T C D EB RT A A EB APPROACH D D WB LT D D WB T B B WB RT A A WB APPROACH B B NB LT E (65.3 secs) E (68.1 secs) NB T E (64.8 secs) E (70.2 secs) NB RT A A NB APPROACH E (65.2 secs) E (68.7 secs) SB LT E (68.9 secs) E (72.4 secs) SB T/RT E (58.5 secs) E (65.1 secs) SB APPROACH E (67.7 secs) E (65.1 secs) OVERALL C C Strauss Cabin/Wyatt Apartments North Access (RT-in/RT-out) EB RT A A Strauss Cabin/Wyatt Apartments South Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A Strauss Cabin/Rock Creek (stop sign) (current geometry) EB LT B B EB RT A A EB APPROACH B B NB LT/T A A OVERALL A A Continued on next page DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 28 Continued from previous page TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Kechter/Strauss Cabin (roundabout) EB LT/T/RT A C WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A B OVERALL B B Kechter/Strauss Cabin (signal) EB LT B B EB T A A EB RT A A EB APPROACH A A WB LT A B WB T A A WB RT A A WB APPROACH A A NB LT B B NB T/RT B B NB APPROACH B B SB LT B B SB T/RT B B SB APPROACH B B OVERALL A A DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 29 Using the traffic volumes shown in Figure 12, the Harmony/Strauss Cabin, Strauss Cabin/Wyatt Apartments North-Multi-Family Access, Strauss Cabin/Wyatt Apartments South-Access A, Strauss Cabin/¾ Access, Strauss Cabin/Access B, Strauss Cabin/Rock Creek, and Kechter/Strauss Cabin intersections operate in the short range (2024) total condition as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The key intersections will meet the Fort Collins operational criteria during the peak hours, except for the Kechter/Strauss Cabin intersection with stop sign control. As with the background analysis, the southbound minor street leg will experience delays that are commensurate with level of service F. The Kechter/Strauss Cabin intersection would operate acceptably with roundabout control or signalization. As mentioned earlier, this intersection is a candidate for roundabout control. Using the traffic volumes shown in Figure 13, the key intersections operate in the long range (2040) total condition as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The site access intersections will meet the Fort Collins operational criteria during the peak hours. The key intersections will meet the Fort Collins operational criteria with the geometry shown in Figure 15. The Kechter/ Strauss Cabin intersection was analyzed with roundabout control. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Harmony 25 Multi-Family site. The Harmony 25 Multi-Family site is located within an area termed as an “activity center& corridor,” which sets the level of service threshold at LOS B & C for all measured factors. There are two destination areas within 1320 feet of the proposed Harmony 25 Multi-Family: 1) the Wyatt Apartments, 2) the commercial area east of the site, and 3) the transfer station. Sidewalks exist along both sides of Harmony Road, east of Strauss Cabin Road. It is expected that the Harmony 25 Multi-Family will construct sidewalks along its frontage of Strauss Cabin Road, as well as within the development itself. • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A). • Continuity – The continuity to pedestrian destinations 1, 2, and 3 will be acceptable at LOS B, since there is existing sidewalks adjacent to all the destination areas. • Street Crossings – The street crossings to pedestrian destinations 1 and 2 will be acceptable at LOS B, since the widest street crossing is Strauss Cabin Road. The street crossing to pedestrian destination 3 is at LOS C, since it requires crossing Harmony Road. . • Visual Interest and Amenity – The visual interest and amenity to pedestrian destinations 1 and 2 is acceptable at LOS B, since most of the sidewalks have some landscaped parkways. The visual interest and amenity to pedestrian destination 3 is at LOS C, since the sidewalk on the north side of Harmony Road has no landscaped parkway. DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 30 TABLE 5 Short Range (2024) Total Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT E (57.6 secs) E (62.8 secs) EB T B C EB RT A A EB APPROACH B C WB LT D D WB T B A WB RT A A WB APPROACH B A NB LT E (63.2 secs) D NB T D E (57.6 secs) NB RT A A NB APPROACH E (60.8 secs) D SB LT D D SB T D E (55.9 secs) SB RT A A SB APPROACH D D OVERALL B C Strauss Cabin/Wyatt Apartments North Access (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT A A SB LT A A OVERALL A A Strauss Cabin/Wyatt Apartments South Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A Strauss Cabin/Rock Creek (stop sign) (current geometry) EB LT B B EB RT A A EB APPROACH B A NB LT/T A A OVERALL A A Continued on next page DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 31 Continued from previous page TABLE 5 Short Range (2024) Total Peak Hour Operation Intersection Movement Level of Service AM PM Kechter/Strauss Cabin (stop sign) (current geometry) NB LT/T/RT D D SB LT/T/RT F (91.6 secs) F (388.9 secs) EB LT A A WB LT A A OVERALL A D Kechter/Strauss Cabin (roundabout) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A A SBLT/T/RT A A OVERALL A B Kechter/Strauss Cabin (signal) (current geometry) EB LT B B EB T/RT A A EB APPROACH A A WB LT A A WB T/RT A A WB APPROACH A A NB LT/T/RT B B SB LT/T/RT B B OVERALL A A DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 32 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT E (71.3 secs) E (72.9 secs) EB T C D EB RT A A EB APPROACH D D WB LT D D WB T B B WB RT A A WB APPROACH B B NB LT E (73.9 secs) F (139.4 secs) NB T E (64.8 secs) E (70.2 secs) NB RT A A NB APPROACH E (72.1 secs) F (127.4 secs) SB LT E (68.9 secs) E (72.9 secs) SB T/RT E (62.2 secs) E (69.9 secs) SB APPROACH E (67.7 secs) E (72.2 secs) OVERALL C D Strauss Cabin/Wyatt Apartments North-Multi-Family Access (RT-in/RT-out) EB RT B B WB RT B B Strauss Cabin/Wyatt Apartments South-Access A (stop sign) EB LT/T/RT F (54.3 secs) C WB LT/T D C WB RT B B WB APPROACH C B NB LT A A SB LT A A OVERALL A A Strauss Cabin/¾ Access (RT-in/RT-out/LT-in) WB RT B B SB LT A A OVERALL A A Strauss Cabin/Access B (stop sign) WB LT/RT B B SB LT A A OVERALL A A Continued on next page DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 33 Continued from previous page TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Strauss Cabin/Rock Creek (stop sign) EB LT C B EB RT A B EB APPROACH B B NB LT A A OVERALL A A Kechter/Strauss Cabin (roundabout) EB LT/T/RT A C WB LT/T/RT C C NB LT/T/RT A A SB LT/T/RT B B OVERALL B C Kechter/Strauss Cabin (signal) EB LT B B EB T A A EB RT A A EB APPROACH A A WB LT A B WB T A A WB RT A A WB APPROACH A A NB LT B B NB T/RT B B NB APPROACH B B SB LT B B SB T/RT B B SB APPROACH B B OVERALL A A DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 34 • Security – The security to pedestrian destinations 1 and 2 is acceptable at LOS B, since the sidewalks are adjacent to residential and commercial land uses. The security to pedestrian destinations 3 is at LOS C, since there are no other land uses on the north side of Harmony Road. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Harmony 25 Multi-Family: 1) the commercial area east of the site. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix I. Transit Level of Service Currently, Transfort Route 16 operates along Harmony Road. There are no other Transfort facilities in this area of Fort Collins. DELICH Harmony 25 Multi-Family TIS, February 2020 ASSOCIATES Page 35 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Harmony 25 Multi-Family development on the short range (2024) and long range (2040) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Harmony 25 Multi-Family site is feasible from a traffic engineering standpoint. In the short range (2024) future, with development of the Harmony 25 Multi-Family, the site will generate approximately 1,612 weekday vehicle trip ends, 107 morning peak hour vehicle trip ends, and 130 afternoon peak hour vehicle trip ends. • Currently, the key intersections meet the Fort Collins operational criteria during the peak hours. It is important to note that several auxiliary turn lanes at the Strauss Cabin/Rock Creek and Strauss Cabin/Kechter intersections are required with the existing traffic volumes. • With development of the Harmony 25 Multi-Family, the peak hour signal warrants will not be met at the Kechter/Strauss Cabin intersection in the short range (2024) future. Signalization is not recommended at this intersection. This intersection is a candidate for roundabout control and is recommended. The decision with regard to intersection control rests with the City of Fort Collins. • The short range (2024) and long range (2040) geometry is shown in Figures 14 and 15, respectively. As noted on Figure 14, several auxiliary turn lanes at the Strauss Cabin/Rock Creek and Strauss Cabin/Kechter intersections are required with the existing and background traffic volumes. • In the short range (2024) future, given development of the Harmony 25 Multi- Family and an increase in background traffic, the key intersections will meet the Fort Collins operational criteria during the peak hours, except for the Kechter/ Strauss Cabin intersection with stop sign control. The southbound minor street leg will experience delays that are commensurate with level of service F. The Kechter/Strauss Cabin intersection would operate acceptably with roundabout control or signalization. This intersection is a candidate for roundabout control. That decision rests with the City and the Harmony 25 Multi-Family development should provide the appropriate portion of the funding amount previously agreed to with the City of Fort Collins in 2017 regarding this intersection. • In the long range (2040) future, given development of the Harmony 25 Multi- Family and an increase in background traffic, the key intersections will meet the Fort Collins operational criteria during the peak hours. At the Harmony/Strauss Cabin intersection, acceptable operation is achieved with the geometric improvements shown in Figure 15. • Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 12/10/2019 Observer: VH Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/Strauss Cabin S = straight L = left turn Time Northbound: Southbound: Total Eastbound: Westbound: 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 20 14 21 55 16 0 0 16 71 0 402 3 405 28 603 2 633 1038 1109 7:45 29 10 28 67 14 1 0 15 82 0 437 6 443 19 656 2 677 1120 1202 8:00 33 11 15 59 6 0 2 8 67 3 372 6 381 18 536 5 559 940 1007 8:15 18 4 11 33 12 1 5 18 51 1 370 11 382 12 508 10 530 912 963 7:30-8:30 100 39 75 214 48 2 7 57 271 4 1581 26 1611 77 2303 19 2399 4010 4281 PHF 0.76 0.7 0.67 0.8 0.75 0.5 0.35 0.79 0.33 0.9 0.59 0.91 0.69 0.88 0.48 0.89 0.89 4:30 13 4 8 25 33 4 3 40 65 1 590 13 604 16 319 13 348 952 1017 4:45 16 4 7 27 21 0 1 22 49 0 526 13 539 12 471 19 502 1041 1090 5:00 7 4 3 14 27 6 1 34 48 2 622 20 644 14 399 3 416 1060 1108 5:15 23 2 11 36 12 5 1 18 54 1 627 16 644 16 351 21 388 1032 1086 4:30-5:30 59 14 29 102 93 15 6 114 216 4 2365 62 2431 58 1540 56 1654 4085 4301 PHF 0.64 0.88 0.66 0.71 0.7 0.63 0.5 0.71 0.5 0.94 0.78 0.94 0.91 0.82 0.67 0.82 0.97 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 12/12/2019 Observer: BH Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Strauss Cabin/Wyatt Apartments S = straight L = left turn Time Northbound: Southbound: Total Eastbound: Westbound: 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 58 58 17 4 21 79 15 1 16 0 16 95 7:45 0 52 52 24 4 28 80 11 2 13 0 13 93 8:00 1 44 45 21 6 27 72 10 3 13 0 13 85 8:15 1 24 25 19 5 24 49 7 2 9 0 9 58 7:30-8:30 2 178 0 180 0 81 19 100 280 43 0 8 51 0 0 0 0 51 331 PHF 0.5 0.77 n/a 0.78 n/a 0.84 0.79 0.89 0.72 n/a 0.67 0.8 n/a n/a n/a n/a 0.87 4:30 4 19 23 24 8 32 55 4 2 6 0 6 61 4:45 6 25 31 35 11 46 77 5 2 7 0 7 84 5:00 4 16 20 17 8 25 45 5 3 8 0 8 53 5:15 1 23 24 26 13 39 63 4 2 6 0 6 69 4:30-5:30 15 83 0 98 0 102 40 142 240 18 0 9 27 0 0 0 0 27 267 PHF 0.63 0.83 n/a 0.79 n/a 0.73 0.77 0.77 0.9 n/a 0.75 0.84 n/a n/a n/a n/a 0.79 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 12/11/2019 Observer: BH Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Strauss Cabin/Rock Creek S = straight L = left turn Time Northbound: Southbound: Total Eastbound: Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 12 44 56 11 5 16 72 8 4 12 0 12 84 7:45 12 33 45 15 4 19 64 5 3 8 0 8 72 8:00 9 38 47 19 6 25 72 9 2 11 0 11 83 8:15 11 32 43 19 9 28 71 4 2 6 0 6 77 7:30-8:30 44 147 0 191 0 64 24 88 279 26 0 11 37 0 0 0 0 37 316 PHF 0.92 0.84 n/a 0.85 n/a 0.84 0.67 0.79 0.72 n/a 0.69 0.77 n/a n/a n/a n/a 0.94 4:30 4 19 23 23 9 32 55 4 12 16 0 16 71 4:45 6 23 29 25 6 31 60 8 6 14 0 14 74 5:00 6 18 24 11 7 18 42 3 4 7 0 7 49 5:15 10 24 34 30 5 35 69 3 12 15 0 15 84 4:30-5:30 26 84 0 110 0 89 27 116 226 18 0 34 52 0 0 0 0 52 278 PHF 0.65 0.88 n/a 0.81 n/a 0.74 0.75 0.83 0.56 n/a 0.71 0.81 n/a n/a n/a n/a 0.83 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 12/11/2019 Observer: VH Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Kechter/Strauss Cabin S = straight L = left turn Time Northbound: Southbound: Total Eastbound: Westbound: 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 3 1 1 5 10 0 5 15 20 10 95 0 105 0 129 47 176 281 301 7:45 0 1 0 1 15 0 1 16 17 3 104 0 107 0 180 55 235 342 359 8:00 0 1 0 1 8 2 6 16 17 12 94 0 106 0 90 45 135 241 258 8:15 0 0 1 1 9 0 2 11 12 5 61 1 67 1 106 26 133 200 212 7:30-8:30 3 3 2 8 42 2 14 58 66 30 354 1 385 1 505 173 679 1064 1130 PHF 0.25 0.75 0.5 0.4 0.7 0.25 0.58 0.91 0.63 0.85 0.25 0.9 0.25 0.7 0.79 0.72 0.79 4:30 1 1 2 4 16 0 5 21 25 4 120 0 124 4 121 18 143 267 292 4:45 0 1 1 2 20 1 4 25 27 9 171 1 181 2 138 24 164 345 372 5:00 0 0 0 0 22 1 10 33 33 6 144 0 150 1 158 22 181 331 364 5:15 0 0 0 0 25 0 12 37 37 6 164 0 170 3 164 30 197 367 404 4:30-5:30 1 2 3 6 83 2 31 116 122 25 599 1 625 10 581 94 685 1310 1432 PHF 0.25 0.5 0.38 0.38 0.83 0.5 0.65 0.78 0.69 0.88 0.25 0.86 0.63 0.89 0.78 0.87 0.89 APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 1581 25 76 2303 19 102 39 77 48 2 7 Future Volume (veh/h) 4 1581 25 76 2303 19 102 39 77 48 2 7 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 1776 0 85 2588 0 115 44 0 54 2 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 24 2808 270 3631 255 130 208 82 Arrive On Green 0.01 0.55 0.00 0.15 0.71 0.00 0.07 0.07 0.00 0.05 0.04 0.00 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 4 1776 0 85 2588 0 115 44 0 54 2 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 0.2 26.4 0.0 4.7 32.7 0.0 6.6 2.5 0.0 3.1 0.1 0.0 Cycle Q Clear(g_c), s 0.2 26.4 0.0 4.7 32.7 0.0 6.6 2.5 0.0 3.1 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 24 2808 270 3631 255 130 208 82 V/C Ratio(X) 0.17 0.63 0.31 0.71 0.45 0.34 0.26 0.02 Avail Cap(c_a), veh/h 243 2808 270 3631 255 162 255 162 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.7 17.1 0.0 41.6 9.3 0.0 44.2 48.8 0.0 46.9 50.3 0.0 Incr Delay (d2), s/veh 3.3 1.1 0.0 0.7 0.7 0.0 1.2 1.5 0.0 0.7 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 9.5 0.0 2.0 8.6 0.0 2.9 1.2 0.0 1.4 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.0 18.2 0.0 42.2 10.0 0.0 45.4 50.3 0.0 47.6 50.5 0.0 LnGrp LOS E B D A D D D D Approach Vol, veh/h 1780 A 2673 A 159 A 56 A Approach Delay, s/veh 18.3 11.0 46.8 47.7 Approach LOS B B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 10.3 22.7 66.0 8.2 13.2 4.5 84.2 Change Period (Y+Rc), s 4.0 6.5 7.0 6.5 4.0 6.5 4.0 7.0 Max Green Setting (Gmax), s 7.0 8.5 11.0 59.5 7.0 8.5 14.0 59.0 Max Q Clear Time (g_c+I1), s 8.6 2.1 6.7 28.4 5.1 4.5 2.2 34.7 Green Ext Time (p_c), s 0.0 0.0 0.1 15.9 0.0 0.0 0.0 19.6 Intersection Summary HCM 6th Ctrl Delay 15.4 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Recent AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report recent am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None None C-Max None None None None Maximum Split (s) 11 15 18 66 11 15 18 66 Maximum Split (%) 10.0% 13.6% 16.4% 60.0% 10.0% 13.6% 16.4% 60.0% Minimum Split (s) 11 42.5 11 25.5 11 42.5 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 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) 29 12 29 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 64.5 75.5 46.5 90.5 64.5 75.5 90.5 108.5 End Time (s) 75.5 90.5 64.5 46.5 75.5 90.5 108.5 64.5 Yield/Force Off (s) 71.5 84 57.5 40 71.5 84 104.5 57.5 Yield/Force Off 170(s) 71.5 55 57.5 28 71.5 55 104.5 47.5 Local Start Time (s) 24.5 35.5 6.5 50.5 24.5 35.5 50.5 68.5 Local Yield (s) 31.5 44 17.5 0 31.5 44 64.5 17.5 Local Yield 170(s) 31.5 15 17.5 98 31.5 15 64.5 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 135 Offset: 40 (36%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Recent AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report recent am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 4 1776 28 85 2588 21 115 44 87 54 2 8 v/c Ratio 0.04 0.57 0.02 0.48 0.71 0.02 0.39 0.31 0.30 0.33 0.02 0.01 Control Delay 49.0 15.5 0.0 55.6 11.6 0.1 42.5 53.4 2.6 49.3 47.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.0 15.5 0.0 55.6 11.6 0.1 42.5 53.4 2.6 49.3 47.5 0.0 Queue Length 50th (ft) 3 298 0 57 342 0 70 30 0 37 1 0 Queue Length 95th (ft) 14 345 0 107 549 0 121 65 0 65 9 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 241 3112 1583 193 3657 1170 298 160 303 169 160 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.02 0.57 0.02 0.44 0.71 0.02 0.39 0.28 0.29 0.32 0.01 0.01 Intersection Summary HCM 6th Signalized Intersection Summary Recent PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 2365 64 60 1540 56 59 14 29 93 15 6 Future Volume (veh/h) 4 2365 64 60 1540 56 59 14 29 93 15 6 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 2438 0 62 1588 0 61 14 0 96 15 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222 Cap, veh/h 22 2872 282 3723 207 75 235 115 Arrive On Green 0.01 0.56 0.00 0.16 0.73 0.00 0.05 0.04 0.00 0.07 0.06 0.00 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 4 2438 0 62 1588 0 61 14 0 96 15 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 0.3 48.0 0.0 3.6 14.7 0.0 3.9 0.9 0.0 6.0 0.9 0.0 Cycle Q Clear(g_c), s 0.3 48.0 0.0 3.6 14.7 0.0 3.9 0.9 0.0 6.0 0.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 22 2872 282 3723 207 75 235 115 V/C Ratio(X) 0.18 0.85 0.22 0.43 0.30 0.19 0.41 0.13 Avail Cap(c_a), veh/h 193 2872 282 3723 235 148 299 226 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 58.6 22.0 0.0 44.0 6.4 0.0 51.3 55.7 0.0 48.5 53.3 0.0 Incr Delay (d2), s/veh 3.8 3.4 0.0 0.4 0.1 0.0 0.8 1.2 0.0 1.1 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 18.0 0.0 1.6 3.9 0.0 1.7 0.4 0.0 2.7 0.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.4 25.3 0.0 44.4 6.5 0.0 52.1 56.9 0.0 49.6 53.8 0.0 LnGrp LOS E C D A D E D D Approach Vol, veh/h 2442 A 1650 A 75 A 111 A Approach Delay, s/veh 25.4 7.9 53.0 50.2 Approach LOS C A D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.1 12.9 25.0 73.0 11.7 10.3 4.5 93.5 Change Period (Y+Rc), s 4.0 6.5 7.0 6.5 4.0 6.5 4.0 7.0 Max Green Setting (Gmax), s 7.0 13.5 9.0 66.5 12.0 8.5 12.0 66.0 Max Q Clear Time (g_c+I1), s 5.9 2.9 5.6 50.0 8.0 2.9 2.3 16.7 Green Ext Time (p_c), s 0.0 0.0 0.0 13.9 0.1 0.0 0.0 14.7 Intersection Summary HCM 6th Ctrl Delay 19.8 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Recent PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report recent pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None None C-Max None None None None Maximum Split (s) 11 20 16 73 16 15 16 73 Maximum Split (%) 9.2% 16.7% 13.3% 60.8% 13.3% 12.5% 13.3% 60.8% Minimum Split (s) 11 42.5 11 25.5 11 42.5 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 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) 29 12 29 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 62.5 73.5 46.5 93.5 62.5 78.5 93.5 109.5 End Time (s) 73.5 93.5 62.5 46.5 78.5 93.5 109.5 62.5 Yield/Force Off (s) 69.5 87 55.5 40 74.5 87 105.5 55.5 Yield/Force Off 170(s) 69.5 58 55.5 28 74.5 58 105.5 45.5 Local Start Time (s) 22.5 33.5 6.5 53.5 22.5 38.5 53.5 69.5 Local Yield (s) 29.5 47 15.5 0 34.5 47 65.5 15.5 Local Yield 170(s) 29.5 18 15.5 108 34.5 18 65.5 5.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 135 Offset: 40 (33%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Recent PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report recent pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 4 2438 66 62 1588 58 61 14 30 96 15 6 v/c Ratio 0.04 0.73 0.04 0.46 0.42 0.05 0.27 0.12 0.10 0.42 0.10 0.00 Control Delay 54.0 18.0 0.0 64.0 7.7 0.1 43.0 54.6 0.7 49.3 50.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.0 18.0 0.0 64.0 7.7 0.1 43.0 54.6 0.7 49.3 50.3 0.0 Queue Length 50th (ft) 3 526 0 46 168 0 39 10 0 71 11 0 Queue Length 95th (ft) 15 627 0 93 283 0 76 32 0 110 32 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 191 3341 1583 147 3764 1208 231 147 314 247 225 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.02 0.73 0.04 0.42 0.42 0.05 0.26 0.10 0.10 0.39 0.07 0.00 Intersection Summary HCM 6th TWSC Recent AM 11: Strauss Cabin & Wyatt Apartments North Access Scenario 1 02/06/2020 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 43 8 2 175 84 19 Future Vol, veh/h 43 8 2 175 84 19 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 280 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 22222 Mvmt Flow 49 9 2 201 97 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 302 97 119 0 - 0 Stage 1 97 ----- Stage 2 205 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 690 959 1469 - - - Stage 1 927 ----- Stage 2 829 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 689 959 1469 - - - Mov Cap-2 Maneuver 689 ----- Stage 1 926 ----- Stage 2 829 ----- Approach EB NB SB HCM Control Delay, s 10.4 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1469 - 721 - - HCM Lane V/C Ratio 0.002 - 0.081 - - HCM Control Delay (s) 7.5 - 10.4 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC Recent PM 11: Strauss Cabin & Wyatt Apartments North Access Scenario 1 02/06/2020 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 9 15 84 99 40 Future Vol, veh/h 18 9 15 84 99 40 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 280 - - 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 21 11 18 99 116 47 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 251 116 163 0 - 0 Stage 1 116 ----- Stage 2 135 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 738 936 1416 - - - Stage 1 909 ----- Stage 2 891 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 728 936 1416 - - - Mov Cap-2 Maneuver 728 ----- Stage 1 897 ----- Stage 2 891 ----- Approach EB NB SB HCM Control Delay, s 9.8 1.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1416 - 786 - - HCM Lane V/C Ratio 0.012 - 0.04 - - HCM Control Delay (s) 7.6 - 9.8 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC Recent AM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 26 11 44 144 66 25 Future Vol, veh/h 26 11 44 144 66 25 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22222 Mvmt Flow 28 12 47 153 70 27 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 331 84 97 0 - 0 Stage 1 84 ----- Stage 2 247 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 664 975 1496 - - - Stage 1 939 ----- Stage 2 794 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 641 975 1496 - - - Mov Cap-2 Maneuver 641 ----- Stage 1 907 ----- Stage 2 794 ----- Approach EB NB SB HCM Control Delay, s 10.2 1.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1496 - 641 975 - - HCM Lane V/C Ratio 0.031 - 0.043 0.012 - - HCM Control Delay (s) 7.5 0 10.9 8.7 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.1 0 - - HCM 6th TWSC Recent PM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 34 26 85 86 27 Future Vol, veh/h 18 34 26 85 86 27 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 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 21 40 31 100 101 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 279 117 133 0 - 0 Stage 1 117 ----- Stage 2 162 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 711 935 1452 - - - Stage 1 908 ----- Stage 2 867 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 695 935 1452 - - - Mov Cap-2 Maneuver 695 ----- Stage 1 887 ----- Stage 2 867 ----- Approach EB NB SB HCM Control Delay, s 9.5 1.8 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1452 - 695 935 - - HCM Lane V/C Ratio 0.021 - 0.03 0.043 - - HCM Control Delay (s) 7.5 0 10.3 9 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.1 0.1 - - HCM 6th TWSC Recent AM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 354 1 1 505 144 3 3 2 57 2 20 Future Vol, veh/h 29 354 1 1 505 144 3 3 2 57 2 20 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 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 34 416 1 1 594 169 4 4 2 67 2 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 763 0 0 417 0 0 1179 1250 417 1169 1166 679 Stage 1 - ----- 485 485- 681 681- Stage 2 - ----- 694 765- 488 485- 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 850 - - 1142 - - 167 173 636 170 194 452 Stage 1 - ----- 563 552- 440 450- Stage 2 - ----- 433 412- 561 552- Platoon blocked, % - - - - Mov Cap-1 Maneuver 850 - - 1142 - - 152 166 636 162 186 452 Mov Cap-2 Maneuver - ----- 152 166- 162 186- Stage 1 - ----- 540 530- 422 450- Stage 2 - ----- 408 412- 533 530- Approach EB WB NB SB HCM Control Delay, s 0.7 0 24.4 39.5 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 195 850 - - 1142 - - 194 HCM Lane V/C Ratio 0.048 0.04 - - 0.001 - - 0.479 HCM Control Delay (s) 24.4 9.4 - - 8.2 - - 39.5 HCM Lane LOS C A - - A - - E HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 2.3 HCM 6th TWSC Recent PM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 599 1 10 581 89 1 2 3 82 2 30 Future Vol, veh/h 24 599 1 10 581 89 1 2 3 82 2 30 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 215 - - 20 -------- 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 27 673 1 11 653 100 1 2 3 92 2 34 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 753 0 0 674 0 0 1471 1503 674 1455 1453 703 Stage 1 - ----- 728 728- 725 725- Stage 2 - ----- 743 775- 730 728- 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 857 - - 917 - - 105 122 455 108 130 438 Stage 1 - ----- 415 429- 416 430- Stage 2 - ----- 407 408- 414 429- Platoon blocked, % - - - - Mov Cap-1 Maneuver 857 - - 917 - - 92 117 455 102 124 438 Mov Cap-2 Maneuver - ----- 92 117- 102 124- Stage 1 - ----- 402 415- 403 425- Stage 2 - ----- 369 403- 396 415- Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 26.5 145.8 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 174 857 - - 917 - - 128 HCM Lane V/C Ratio 0.039 0.031 - - 0.012 - - 1.001 HCM Control Delay (s) 26.5 9.3 - - 9 - - 145.8 HCM Lane LOS D A - - A - - F HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 6.9 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 79 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1304 VPH SB PM 114 VPH AM 1034 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. EXISTING PEAK HOUR WARRANT AT KECHTER/STRAUSS CABIN INTERSECTION MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 79 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1304 VPH SB PM 114 VPH AM 1034 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 79 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1304 VPH SB PM 114 VPH AM 1034 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 108 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1447 VPH SB PM 133 VPH AM 1144 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2024) BACKGROUND PEAK HOUR WARRANT AT KECHTER/STRAUSS CABIN INTERSECTION MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 108 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1447 VPH SB PM 133 VPH AM 1144 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 108 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1447 VPH SB PM 133 VPH AM 1144 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 124 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1463 VPH SB PM 143 VPH AM 1150 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2024) TOTAL PEAK HOUR WARRANT AT KECHTER/STRAUSS CABIN INTERSECTION MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 124 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1463 VPH SB PM 143 VPH AM 1150 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 124 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1463 VPH SB PM 143 VPH AM 1150 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 APPENDIX E HCM 6th Signalized Intersection Summary Short Bkgrd AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 1660 34 88 2418 21 145 47 106 53 3 8 Future Volume (veh/h) 5 1660 34 88 2418 21 145 47 106 53 3 8 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 6 1865 0 99 2717 0 163 53 0 60 3 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 27 2785 269 3595 256 124 209 83 Arrive On Green 0.02 0.55 0.00 0.15 0.70 0.00 0.07 0.07 0.00 0.05 0.04 0.00 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 6 1865 0 99 2717 0 163 53 0 60 3 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 0.4 28.8 0.0 5.5 37.0 0.0 8.0 3.0 0.0 3.5 0.2 0.0 Cycle Q Clear(g_c), s 0.4 28.8 0.0 5.5 37.0 0.0 8.0 3.0 0.0 3.5 0.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 27 2785 269 3595 256 124 209 83 V/C Ratio(X) 0.22 0.67 0.37 0.76 0.64 0.43 0.29 0.04 Avail Cap(c_a), veh/h 235 2785 269 3595 256 162 248 162 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.5 17.9 0.0 42.0 10.3 0.0 46.2 49.4 0.0 46.6 50.3 0.0 Incr Delay (d2), s/veh 4.1 1.3 0.0 0.8 0.9 0.0 5.2 2.3 0.0 0.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 10.4 0.0 2.4 10.1 0.0 4.6 1.4 0.0 1.5 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.6 19.2 0.0 42.8 11.2 0.0 51.3 51.7 0.0 47.3 50.5 0.0 LnGrp LOS E B D B D D D D Approach Vol, veh/h 1871 A 2816 A 216 A 63 A Approach Delay, s/veh 19.3 12.4 51.4 47.5 Approach LOS B B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 10.4 22.6 66.0 8.6 12.8 5.2 83.4 Change Period (Y+Rc), s 4.0 6.5 7.0 7.0 4.0 6.5 4.5 7.0 Max Green Setting (Gmax), s 7.0 8.5 11.0 59.0 7.0 8.5 13.5 59.0 Max Q Clear Time (g_c+I1), s 10.0 2.2 7.5 30.8 5.5 5.0 2.4 39.0 Green Ext Time (p_c), s 0.0 0.0 0.1 16.0 0.0 0.0 0.0 17.2 Intersection Summary HCM 6th Ctrl Delay 17.1 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Short Bkgrd AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report sb am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None None C-Max None None None None Maximum Split (s) 11 15 18 66 11 15 18 66 Maximum Split (%) 10.0% 13.6% 16.4% 60.0% 10.0% 13.6% 16.4% 60.0% Minimum Split (s) 11 42.5 11 26 11 42.5 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1.5 1 3 1.5 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 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) 29 12 29 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 64.5 75.5 46.5 90.5 64.5 75.5 90.5 108.5 End Time (s) 75.5 90.5 64.5 46.5 75.5 90.5 108.5 64.5 Yield/Force Off (s) 71.5 84 57.5 39.5 71.5 84 104 57.5 Yield/Force Off 170(s) 71.5 55 57.5 27.5 71.5 55 104 47.5 Local Start Time (s) 25 36 7 51 25 36 51 69 Local Yield (s) 32 44.5 18 0 32 44.5 64.5 18 Local Yield 170(s) 32 15.5 18 98 32 15.5 64.5 8 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 39.5 (36%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Short Bkgrd AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report sb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 6 1865 38 99 2717 24 163 53 119 60 3 9 v/c Ratio 0.05 0.63 0.02 0.55 0.75 0.02 0.53 0.35 0.39 0.37 0.02 0.01 Control Delay 49.2 17.5 0.0 58.7 12.9 0.0 46.8 54.4 4.2 50.5 47.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.2 17.5 0.0 58.7 12.9 0.0 46.8 54.4 4.2 50.5 47.7 0.0 Queue Length 50th (ft) 4 329 0 67 386 0 101 36 0 41 2 0 Queue Length 95th (ft) 18 375 0 122 620 0 165 76 3 71 11 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 233 2939 1583 193 3628 1163 305 160 313 169 160 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.03 0.63 0.02 0.51 0.75 0.02 0.53 0.33 0.38 0.36 0.02 0.01 Intersection Summary HCM 6th Signalized Intersection Summary Short Bkgrd PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 2483 112 96 1617 62 91 18 50 102 21 7 Future Volume (veh/h) 5 2483 112 96 1617 62 91 18 50 102 21 7 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 2560 0 99 1667 0 94 19 0 105 22 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222 Cap, veh/h 24 2872 269 3682 236 77 243 99 Arrive On Green 0.01 0.56 0.00 0.15 0.72 0.00 0.07 0.04 0.00 0.08 0.05 0.00 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 5 2560 0 99 1667 0 94 19 0 105 22 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 0.3 52.8 0.0 6.0 16.2 0.0 6.0 1.2 0.0 6.6 1.4 0.0 Cycle Q Clear(g_c), s 0.3 52.8 0.0 6.0 16.2 0.0 6.0 1.2 0.0 6.6 1.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 24 2872 269 3682 236 77 243 99 V/C Ratio(X) 0.21 0.89 0.37 0.45 0.40 0.25 0.43 0.22 Avail Cap(c_a), veh/h 193 2872 269 3682 236 148 297 226 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 58.6 23.0 0.0 45.8 6.9 0.0 50.4 55.7 0.0 49.1 54.5 0.0 Incr Delay (d2), s/veh 4.2 4.7 0.0 0.8 0.1 0.0 1.1 1.6 0.0 1.2 1.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 20.1 0.0 2.6 4.4 0.0 2.7 0.6 0.0 2.9 0.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.8 27.7 0.0 46.6 7.0 0.0 51.5 57.3 0.0 50.3 55.6 0.0 LnGrp LOS E C D A D E D E Approach Vol, veh/h 2565 A 1766 A 113 A 127 A Approach Delay, s/veh 27.8 9.2 52.5 51.2 Approach LOS C A D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 11.8 24.2 73.0 12.4 10.5 4.6 92.5 Change Period (Y+Rc), s 4.0 6.5 7.0 6.5 4.0 6.5 4.0 7.0 Max Green Setting (Gmax), s 7.0 13.5 9.0 66.5 12.0 8.5 12.0 66.0 Max Q Clear Time (g_c+I1), s 8.0 3.4 8.0 54.8 8.6 3.2 2.3 18.2 Green Ext Time (p_c), s 0.0 0.0 0.0 10.5 0.1 0.0 0.0 15.8 Intersection Summary HCM 6th Ctrl Delay 21.9 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Short Bkgrd PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report sb pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None None C-Max None None None None Maximum Split (s) 11 20 16 73 16 15 16 73 Maximum Split (%) 9.2% 16.7% 13.3% 60.8% 13.3% 12.5% 13.3% 60.8% Minimum Split (s) 11 42.5 11 25.5 11 42.5 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 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) 29 12 29 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 62.5 73.5 46.5 93.5 62.5 78.5 93.5 109.5 End Time (s) 73.5 93.5 62.5 46.5 78.5 93.5 109.5 62.5 Yield/Force Off (s) 69.5 87 55.5 40 74.5 87 105.5 55.5 Yield/Force Off 170(s) 69.5 58 55.5 28 74.5 58 105.5 45.5 Local Start Time (s) 22.5 33.5 6.5 53.5 22.5 38.5 53.5 69.5 Local Yield (s) 29.5 47 15.5 0 34.5 47 65.5 15.5 Local Yield 170(s) 29.5 18 15.5 108 34.5 18 65.5 5.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 40 (33%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Short Bkgrd PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report sb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 5 2560 115 99 1667 64 94 19 52 105 22 7 v/c Ratio 0.05 0.83 0.07 0.69 0.46 0.05 0.39 0.16 0.18 0.40 0.13 0.00 Control Delay 54.2 22.8 0.1 78.2 8.8 0.1 44.9 55.4 1.3 46.1 50.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.2 22.8 0.1 78.2 8.8 0.1 44.9 55.4 1.3 46.1 50.1 0.0 Queue Length 50th (ft) 4 581 0 76 181 0 61 14 0 68 16 0 Queue Length 95th (ft) 17 688 0 #155 305 0 107 39 0 117 41 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 191 3098 1583 147 3652 1176 242 147 314 282 225 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.03 0.83 0.07 0.67 0.46 0.05 0.39 0.13 0.17 0.37 0.10 0.00 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Short Bkgrd AM 11: Strauss Cabin & Wyatt Apartments North Access Scenario 1 02/06/2020 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 80 15 4 218 105 20 Future Vol, veh/h 80 15 4 218 105 20 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 280 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 22222 Mvmt Flow 92 17 5 251 121 23 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 382 121 144 0 - 0 Stage 1 121 ----- Stage 2 261 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 620 930 1438 - - - Stage 1 904 ----- Stage 2 783 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 618 930 1438 - - - Mov Cap-2 Maneuver 618 ----- Stage 1 901 ----- Stage 2 783 ----- Approach EB NB SB HCM Control Delay, s 11.6 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1438 - 653 - - HCM Lane V/C Ratio 0.003 - 0.167 - - HCM Control Delay (s) 7.5 - 11.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.6 - - HCM 6th TWSC Short Bkgrd PM 11: Strauss Cabin & Wyatt Apartments North Access Scenario 1 02/06/2020 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 42 8 15 117 151 78 Future Vol, veh/h 42 8 15 117 151 78 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 280 - - 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 49 9 18 138 178 92 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 352 178 270 0 - 0 Stage 1 178 ----- Stage 2 174 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 646 865 1293 - - - Stage 1 853 ----- Stage 2 856 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 637 865 1293 - - - Mov Cap-2 Maneuver 637 ----- Stage 1 841 ----- Stage 2 856 ----- Approach EB NB SB HCM Control Delay, s 10.9 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1293 - 665 - - HCM Lane V/C Ratio 0.014 - 0.088 - - HCM Control Delay (s) 7.8 - 10.9 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC Short Bkgrd AM 13: Strauss Cabin & Wyatt Apartments South Access Scenario 1 02/06/2020 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 34 14 4 188 112 8 Future Vol, veh/h 34 14 4 188 112 8 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 22222 Mvmt Flow 39 16 5 216 129 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 360 134 138 0 - 0 Stage 1 134 ----- Stage 2 226 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 639 915 1446 - - - Stage 1 892 ----- Stage 2 812 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 637 915 1446 - - - Mov Cap-2 Maneuver 637 ----- Stage 1 889 ----- Stage 2 812 ----- Approach EB NB SB HCM Control Delay, s 10.6 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1446 - 699 - - HCM Lane V/C Ratio 0.003 - 0.079 - - HCM Control Delay (s) 7.5 - 10.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC Short Bkgrd PM 13: Strauss Cabin & Wyatt Apartments South Access Scenario 1 02/06/2020 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 7 13 114 125 34 Future Vol, veh/h 18 7 13 114 125 34 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 21 8 15 134 147 40 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 331 167 187 0 - 0 Stage 1 167 ----- Stage 2 164 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 664 877 1387 - - - Stage 1 863 ----- Stage 2 865 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 657 877 1387 - - - Mov Cap-2 Maneuver 657 ----- Stage 1 854 ----- Stage 2 865 ----- Approach EB NB SB HCM Control Delay, s 10.3 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1387 - 707 - - HCM Lane V/C Ratio 0.011 - 0.042 - - HCM Control Delay (s) 7.6 - 10.3 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC Short Bkgrd AM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 29 12 49 163 94 32 Future Vol, veh/h 29 12 49 163 94 32 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22222 Mvmt Flow 31 13 52 173 100 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 394 117 134 0 - 0 Stage 1 117 ----- Stage 2 277 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 611 935 1451 - - - Stage 1 908 ----- Stage 2 770 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 587 935 1451 - - - Mov Cap-2 Maneuver 587 ----- Stage 1 872 ----- Stage 2 770 ----- Approach EB NB SB HCM Control Delay, s 10.7 1.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1451 - 587 935 - - HCM Lane V/C Ratio 0.036 - 0.053 0.014 - - HCM Control Delay (s) 7.6 0 11.5 8.9 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.2 0 - - HCM 6th TWSC Short Bkgrd PM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 38 29 107 102 30 Future Vol, veh/h 20 38 29 107 102 30 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 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 24 45 34 126 120 35 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 332 138 155 0 - 0 Stage 1 138 ----- Stage 2 194 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 663 910 1425 - - - Stage 1 889 ----- Stage 2 839 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 646 910 1425 - - - Mov Cap-2 Maneuver 646 ----- Stage 1 866 ----- Stage 2 839 ----- Approach EB NB SB HCM Control Delay, s 9.8 1.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1425 - 646 910 - - HCM Lane V/C Ratio 0.024 - 0.036 0.049 - - HCM Control Delay (s) 7.6 0 10.8 9.2 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.1 0.2 - - HCM 6th TWSC Short Bkgrd AM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 6.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 36 389 1 1 556 161 3 3 2 71 2 35 Future Vol, veh/h 36 389 1 1 556 161 3 3 2 71 2 35 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 215 - - 20 -------- 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 42 458 1 1 654 189 4 4 2 84 2 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 843 0 0 459 0 0 1315 1388 459 1297 1294 749 Stage 1 - ----- 543 543- 751 751- Stage 2 - ----- 772 845- 546 543- 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 793 - - 1102 - - 135 143 602 139 163 412 Stage 1 - ----- 524 520- 403 418- Stage 2 - ----- 392 379- 522 520- Platoon blocked, % - - - - Mov Cap-1 Maneuver 793 - - 1102 - - 115 135 602 130 154 412 Mov Cap-2 Maneuver - ----- 115 135- 130 154- Stage 1 - ----- 496 492- 382 418- Stage 2 - ----- 351 379- 489 492- Approach EB WB NB SB HCM Control Delay, s 0.8 0 29.7 73.1 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 155 793 - - 1102 - - 168 HCM Lane V/C Ratio 0.061 0.053 - - 0.001 - - 0.756 HCM Control Delay (s) 29.7 9.8 - - 8.3 - - 73.1 HCM Lane LOS D A - - A - - F HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 4.8 HCM 6th TWSC Short Bkgrd PM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 28.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 36 659 1 10 639 102 1 2 3 92 2 39 Future Vol, veh/h 36 659 1 10 639 102 1 2 3 92 2 39 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 215 - - 20 -------- 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 40 740 1 11 718 115 1 2 3 103 2 44 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 833 0 0 741 0 0 1642 1676 741 1621 1619 776 Stage 1 - ----- 821 821- 798 798- Stage 2 - ----- 821 855- 823 821- 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 800 - - 866 - - 80 95 416 ~ 83 103 397 Stage 1 - ----- 369 389- 380 398- Stage 2 - ----- 369 375- 368 389- Platoon blocked, % - - - - Mov Cap-1 Maneuver 800 - - 866 - - 67 89 416 ~ 77 97 397 Mov Cap-2 Maneuver - ----- 67 89- ~ 77 97- Stage 1 - ----- 351 370- 361 393- Stage 2 - ----- 322 370- 345 370- Approach EB WB NB SB HCM Control Delay, s 0.5 0.1 33.1 $ 336.6 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 135 800 - - 866 - - 101 HCM Lane V/C Ratio 0.05 0.051 - - 0.013 - - 1.48 HCM Control Delay (s) 33.1 9.7 - - 9.2 - -$ 336.6 HCM Lane LOS D A - - A - - F HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 11.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Roundabout Short Bkgrd AM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb am rndabt.syn Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 501 844 10 127 Demand Flow Rate, veh/h 511 861 10 130 Vehicles Circulating, veh/h 89 51 596 672 Vehicles Exiting, veh/h 713 555 4 240 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.9 11.3 5.0 7.5 Approach LOS ABAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 511 861 10 130 Cap Entry Lane, veh/h 1260 1310 751 695 Entry HV Adj Factor 0.980 0.980 0.992 0.977 Flow Entry, veh/h 501 844 10 127 Cap Entry, veh/h 1235 1284 745 679 V/C Ratio 0.406 0.657 0.013 0.187 Control Delay, s/veh 6.9 11.3 5.0 7.5 LOSABAA 95th %tile Queue, veh 2501 Lanes and Geometrics Short Bkgrd AM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb am rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 20 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.970 0.973 0.956 Flt Protected 0.996 0.980 0.968 Satd. Flow (prot) 0 1855 0 0 1807 0 0 1776 0 0 1724 0 Flt Permitted 0.996 0.980 0.968 Satd. Flow (perm) 0 1855 0 0 1807 0 0 1776 0 0 1724 0 Link Speed (mph) 40 40 45 45 Link Distance (ft) 751 751 1081 1996 Travel Time (s) 12.8 12.8 16.4 30.2 Intersection Summary Area Type: Other HCM 6th Roundabout Short Bkgrd PM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb pm rndabt.syn Intersection Intersection Delay, s/veh 11.1 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 781 844 6 149 Demand Flow Rate, veh/h 797 860 6 152 Vehicles Circulating, veh/h 118 44 901 744 Vehicles Exiting, veh/h 778 863 14 160 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 11.7 11.1 6.7 8.6 Approach LOS BBAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 797 860 6 152 Cap Entry Lane, veh/h 1223 1319 551 646 Entry HV Adj Factor 0.980 0.981 0.993 0.980 Flow Entry, veh/h 781 844 6 149 Cap Entry, veh/h 1199 1294 547 633 V/C Ratio 0.651 0.652 0.011 0.235 Control Delay, s/veh 11.7 11.1 6.7 8.6 LOSBBAA 95th %tile Queue, veh 5501 Lanes and Geometrics Short Bkgrd PM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb pm rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 20 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.982 0.932 0.960 Flt Protected 0.997 0.999 0.992 0.967 Satd. Flow (prot) 0 1857 0 0 1827 0 0 1722 0 0 1729 0 Flt Permitted 0.997 0.999 0.992 0.967 Satd. Flow (perm) 0 1857 0 0 1827 0 0 1722 0 0 1729 0 Link Speed (mph) 40 40 45 45 Link Distance (ft) 751 751 1081 1996 Travel Time (s) 12.8 12.8 16.4 30.2 Intersection Summary Area Type: Other HCM 6th Signalized Intersection Summary Short Bkgrd AM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb am signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 36 389 1 1 556 161 3 3 2 71 2 35 Future Volume (veh/h) 36 389 1 1 556 161 3 3 2 71 2 35 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 42 458 1 1 654 171 4 4 0 84 2 2 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 334 1072 2 598 821 215 231 186 0 400 11 5 Arrive On Green 0.57 0.57 0.55 0.57 0.57 0.55 0.13 0.16 0.00 0.13 0.16 0.13 Sat Flow, veh/h 664 1866 4 933 1429 374 550 1166 0 1336 66 33 Grp Volume(v), veh/h 42 0 459 1 0 825 8 0 0 88 0 0 Grp Sat Flow(s),veh/h/ln 664 0 1870 933 0 1803 1715 0 0 1435 0 0 Q Serve(g_s), s 2.0 0.0 5.2 0.0 0.0 13.6 0.0 0.0 0.0 2.0 0.0 0.0 Cycle Q Clear(g_c), s 15.6 0.0 5.2 5.2 0.0 13.6 0.1 0.0 0.0 2.1 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.21 0.50 0.00 0.95 0.02 Lane Grp Cap(c), veh/h 334 0 1074 598 0 1036 372 0 0 378 0 0 V/C Ratio(X) 0.13 0.00 0.43 0.00 0.00 0.80 0.02 0.00 0.00 0.23 0.00 0.00 Avail Cap(c_a), veh/h 499 0 1541 831 0 1486 928 0 0 870 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 12.4 0.0 4.5 6.0 0.0 6.4 13.6 0.0 0.0 14.6 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.0 0.3 0.0 0.0 2.0 0.0 0.0 0.0 0.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.8 0.0 0.0 2.3 0.0 0.0 0.0 0.6 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.6 0.0 4.8 6.0 0.0 8.4 13.6 0.0 0.0 14.9 0.0 0.0 LnGrp LOS BAAAAABAABAA Approach Vol, veh/h 501 826 8 88 Approach Delay, s/veh 5.4 8.4 13.6 14.9 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 26.6 11.0 26.6 11.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 18.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 17.6 4.1 15.6 2.1 Green Ext Time (p_c), s 2.4 0.3 5.0 0.0 Intersection Summary HCM 6th Ctrl Delay 7.8 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd AM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb am signal.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 36 24 36 24 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 36 0 36 End Time (s) 36 0 36 0 Yield/Force Off (s) 30 54 30 54 Yield/Force Off 170(s) 19 54 19 54 Local Start Time (s) 0 36 0 36 Local Yield (s) 30 54 30 54 Local Yield 170(s) 19 54 19 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 8: Strauss Cabin & Kechter Queues Short Bkgrd AM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb am signal.syn Lane Group EBL EBT WBL WBT NBT SBT Lane Group Flow (vph) 42 459 1 843 10 127 v/c Ratio 0.20 0.42 0.00 0.80 0.03 0.40 Control Delay 8.2 7.3 5.0 15.6 15.0 16.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.2 7.3 5.0 15.6 15.0 16.7 Queue Length 50th (ft) 4 57 0 139 2 22 Queue Length 95th (ft) 19 119 2 #307 10 55 Internal Link Dist (ft) 671 671 1001 1916 Turn Bay Length (ft) 215 20 Base Capacity (vph) 241 1251 586 1220 644 607 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.17 0.37 0.00 0.69 0.02 0.21 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Bkgrd PM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb pm signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 36 659 1 10 639 102 1 2 3 92 2 39 Future Volume (veh/h) 36 659 1 10 639 102 1 2 3 92 2 39 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 40 740 1 11 718 105 1 2 1 103 2 11 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 343 1084 1 405 926 135 145 182 70 377 9 22 Arrive On Green 0.58 0.58 0.55 0.58 0.58 0.55 0.14 0.16 0.14 0.14 0.16 0.14 Sat Flow, veh/h 665 1867 3 718 1595 233 177 1123 433 1248 58 137 Grp Volume(v), veh/h 40 0 741 11 0 823 4 0 0 116 0 0 Grp Sat Flow(s),veh/h/ln 665 0 1870 718 0 1828 1733 0 0 1443 0 0 Q Serve(g_s), s 1.9 0.0 10.7 0.4 0.0 13.4 0.0 0.0 0.0 2.8 0.0 0.0 Cycle Q Clear(g_c), s 15.3 0.0 10.7 11.1 0.0 13.4 0.1 0.0 0.0 2.9 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.13 0.25 0.25 0.89 0.09 Lane Grp Cap(c), veh/h 343 0 1085 405 0 1061 352 0 0 371 0 0 V/C Ratio(X) 0.12 0.00 0.68 0.03 0.00 0.78 0.01 0.00 0.00 0.31 0.00 0.00 Avail Cap(c_a), veh/h 488 0 1494 562 0 1461 895 0 0 842 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 12.1 0.0 5.7 9.5 0.0 6.3 13.9 0.0 0.0 15.3 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.0 0.8 0.0 0.0 1.8 0.0 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 1.7 0.0 0.0 2.3 0.0 0.0 0.0 0.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.2 0.0 6.4 9.5 0.0 8.1 13.9 0.0 0.0 15.8 0.0 0.0 LnGrp LOS BAAAAABAABAA Approach Vol, veh/h 781 834 4 116 Approach Delay, s/veh 6.7 8.1 13.9 15.8 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.5 11.3 27.5 11.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 18.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 17.3 4.9 15.4 2.1 Green Ext Time (p_c), s 4.3 0.4 5.1 0.0 Intersection Summary HCM 6th Ctrl Delay 8.0 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd PM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb pm signal.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 36 24 36 24 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 36 0 36 End Time (s) 36 0 36 0 Yield/Force Off (s) 30 54 30 54 Yield/Force Off 170(s) 19 54 19 54 Local Start Time (s) 0 36 0 36 Local Yield (s) 30 54 30 54 Local Yield 170(s) 19 54 19 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 8: Strauss Cabin & Kechter Queues Short Bkgrd PM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report sb pm signal.syn Lane Group EBL EBT WBL WBT NBT SBT Lane Group Flow (vph) 40 741 11 833 6 149 v/c Ratio 0.20 0.70 0.04 0.80 0.02 0.44 Control Delay 8.9 12.5 5.9 16.7 13.0 18.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.9 12.5 5.9 16.7 13.0 18.0 Queue Length 50th (ft) 5 123 1 148 1 30 Queue Length 95th (ft) 21 279 7 #417 8 70 Internal Link Dist (ft) 671 671 1001 1916 Turn Bay Length (ft) 215 20 Base Capacity (vph) 234 1247 313 1227 672 601 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.17 0.59 0.04 0.68 0.01 0.25 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. APPENDIX F HCM 6th Signalized Intersection Summary Long Bkgrd AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 1910 50 105 2750 125 195 60 135 235 30 60 Future Volume (veh/h) 35 1910 50 105 2750 125 195 60 135 235 30 60 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 37 2011 0 111 2895 0 205 63 0 247 32 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 61 2376 799 3480 282 107 319 127 Arrive On Green 0.03 0.47 0.00 0.23 0.68 0.00 0.08 0.06 0.00 0.09 0.07 0.00 Sat Flow, veh/h 1781 5106 1585 3456 5106 1585 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 37 2011 0 111 2895 0 205 63 0 247 32 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1728 1702 1585 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 2.7 45.2 0.0 3.3 54.2 0.0 7.5 4.3 0.0 9.1 2.1 0.0 Cycle Q Clear(g_c), s 2.7 45.2 0.0 3.3 54.2 0.0 7.5 4.3 0.0 9.1 2.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 61 2376 799 3480 282 107 319 127 V/C Ratio(X) 0.61 0.85 0.14 0.83 0.73 0.59 0.77 0.25 Avail Cap(c_a), veh/h 110 2376 799 3480 319 352 319 352 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 61.9 30.6 0.0 39.7 15.2 0.0 58.3 59.8 0.0 57.7 57.4 0.0 Incr Delay (d2), s/veh 9.4 3.9 0.0 0.1 2.5 0.0 7.0 5.0 0.0 11.3 1.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 17.8 0.0 1.4 17.5 0.0 3.5 2.1 0.0 4.4 1.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.3 34.6 0.0 39.8 17.7 0.0 65.3 64.8 0.0 68.9 58.5 0.0 LnGrp LOS E C D B E E E E Approach Vol, veh/h 2048 A 3006 A 268 A 279 A Approach Delay, s/veh 35.3 18.5 65.2 67.7 Approach LOS D B E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.6 14.3 36.0 66.0 15.0 13.0 7.4 94.6 Change Period (Y+Rc), s 4.0 6.5 7.0 6.5 4.0 6.5 4.0 7.0 Max Green Setting (Gmax), s 11.0 23.5 12.0 59.5 11.0 23.5 7.0 67.0 Max Q Clear Time (g_c+I1), s 9.5 4.1 5.3 47.2 11.1 6.3 4.7 56.2 Green Ext Time (p_c), s 0.1 0.1 0.1 9.2 0.0 0.2 0.0 10.1 Intersection Summary HCM 6th Ctrl Delay 29.3 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Long Bkgrd AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lb am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 15 30 19 66 15 30 11 74 Maximum Split (%) 11.5% 23.1% 14.6% 50.8% 11.5% 23.1% 8.5% 56.9% Minimum Split (s) 11 30 11 25.5 11 30 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 12 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 25.5 40.5 6.5 70.5 25.5 40.5 70.5 81.5 End Time (s) 40.5 70.5 25.5 6.5 40.5 70.5 81.5 25.5 Yield/Force Off (s) 36.5 64 18.5 0 36.5 64 77.5 18.5 Yield/Force Off 170(s) 36.5 64 18.5 118 36.5 64 77.5 8.5 Local Start Time (s) 25.5 40.5 6.5 70.5 25.5 40.5 70.5 81.5 Local Yield (s) 36.5 64 18.5 0 36.5 64 77.5 18.5 Local Yield 170(s) 36.5 64 18.5 118 36.5 64 77.5 8.5 Intersection Summary Cycle Length 130 Control Type Actuated-Coordinated Natural Cycle 130 Offset: 0 (0%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Long Bkgrd AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 37 2011 53 111 2895 132 205 63 142 247 32 63 v/c Ratio 0.30 0.67 0.03 0.32 0.85 0.08 0.52 0.41 0.09 0.78 0.22 0.04 Control Delay 62.7 20.5 0.0 57.2 22.4 0.1 60.0 63.6 0.1 75.3 58.0 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.7 20.5 0.0 57.2 22.4 0.1 60.0 63.6 0.1 75.3 58.0 0.1 Queue Length 50th (ft) 30 421 0 45 742 0 87 51 0 106 26 0 Queue Length 95th (ft) 66 510 0 76 #1011 0 129 97 0 #168 58 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 128 3000 1583 343 3408 1583 394 351 1583 316 351 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.29 0.67 0.03 0.32 0.85 0.08 0.52 0.18 0.09 0.78 0.09 0.04 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Long Bkgrd PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 2815 145 115 1840 270 110 40 60 185 50 45 Future Volume (veh/h) 70 2815 145 115 1840 270 110 40 60 185 50 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 71 2872 0 117 1878 0 112 41 0 189 51 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 222222222222 Cap, veh/h 102 2900 590 3569 184 81 260 123 Arrive On Green 0.06 0.57 0.00 0.17 0.70 0.00 0.05 0.04 0.00 0.08 0.07 0.00 Sat Flow, veh/h 1781 5106 1585 3456 5106 1585 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 71 2872 0 117 1878 0 112 41 0 189 51 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1728 1702 1585 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 5.5 77.8 0.0 4.1 24.5 0.0 4.4 3.0 0.0 7.5 3.7 0.0 Cycle Q Clear(g_c), s 5.5 77.8 0.0 4.1 24.5 0.0 4.4 3.0 0.0 7.5 3.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 102 2900 590 3569 184 81 260 123 V/C Ratio(X) 0.69 0.99 0.20 0.53 0.61 0.50 0.73 0.42 Avail Cap(c_a), veh/h 153 2900 590 3569 272 327 272 327 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 64.8 29.9 0.0 49.8 10.0 0.0 64.9 65.5 0.0 63.3 62.8 0.0 Incr Delay (d2), s/veh 8.2 14.6 0.0 0.2 0.1 0.0 3.2 4.7 0.0 9.1 2.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 31.9 0.0 1.7 7.7 0.0 2.0 1.5 0.0 3.6 1.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.9 44.5 0.0 50.0 10.2 0.0 68.1 70.2 0.0 72.4 65.1 0.0 LnGrp LOS E D D B E E E E Approach Vol, veh/h 2943 A 1995 A 153 A 240 A Approach Delay, s/veh 45.2 12.5 68.7 70.8 Approach LOS D B E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.4 14.7 29.9 85.0 13.5 11.6 11.0 103.8 Change Period (Y+Rc), s 4.0 6.5 7.0 6.5 4.0 6.5 4.0 7.0 Max Green Setting (Gmax), s 10.0 23.5 4.0 78.5 10.0 23.5 11.0 74.0 Max Q Clear Time (g_c+I1), s 6.4 5.7 6.1 79.8 9.5 5.0 7.5 26.5 Green Ext Time (p_c), s 0.1 0.1 0.0 0.0 0.0 0.1 0.0 19.3 Intersection Summary HCM 6th Ctrl Delay 34.8 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Long Bkgrd PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lb pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None None C-Max None None None None Maximum Split (s) 14 30 11 85 14 30 15 81 Maximum Split (%) 10.0% 21.4% 7.9% 60.7% 10.0% 21.4% 10.7% 57.9% Minimum Split (s) 11 30 11 25.5 11 30 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 12 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 132.5 6.5 121.5 36.5 132.5 6.5 36.5 51.5 End Time (s) 6.5 36.5 132.5 121.5 6.5 36.5 51.5 132.5 Yield/Force Off (s) 2.5 30 125.5 115 2.5 30 47.5 125.5 Yield/Force Off 170(s) 2.5 30 125.5 103 2.5 30 47.5 115.5 Local Start Time (s) 17.5 31.5 6.5 61.5 17.5 31.5 61.5 76.5 Local Yield (s) 27.5 55 10.5 0 27.5 55 72.5 10.5 Local Yield 170(s) 27.5 55 10.5 128 27.5 55 72.5 0.5 Intersection Summary Cycle Length 140 Control Type Actuated-Coordinated Natural Cycle 130 Offset: 115 (82%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Long Bkgrd PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 71 2872 148 117 1878 276 112 41 61 189 51 46 v/c Ratio 0.47 0.82 0.09 0.96 0.55 0.17 0.43 0.31 0.04 0.71 0.37 0.03 Control Delay 70.6 19.3 0.1 137.2 14.6 0.2 67.1 66.7 0.1 78.0 68.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.6 19.3 0.1 137.2 14.6 0.2 67.1 66.7 0.1 78.0 68.7 0.0 Queue Length 50th (ft) 63 673 0 56 336 0 51 36 0 88 45 0 Queue Length 95th (ft) 112 803 0 #121 444 0 83 74 0 #133 88 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 166 3505 1583 122 3422 1583 269 326 1583 269 326 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.43 0.82 0.09 0.96 0.55 0.17 0.42 0.13 0.04 0.70 0.16 0.03 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Bkgrd AM 11: Strauss Cabin & Wyatt Apartments North Access Scenario 1 02/06/2020 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 0 390 165 20 Future Vol, veh/h 0 15 0 390 165 20 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 16 0 411 174 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 174 - 0 - 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.22 ---- Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.318 ---- Pot Cap-1 Maneuver 0 869 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 869 ---- Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 869 - - HCM Lane V/C Ratio - 0.018 - - HCM Control Delay (s) - 9.2 - - HCM Lane LOS - A - - HCM 95th %tile Q(veh) - 0.1 - - HCM 6th TWSC Long Bkgrd PM 11: Strauss Cabin & Wyatt Apartments North Access Scenario 1 02/06/2020 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 0 210 230 80 Future Vol, veh/h 0 10 0 210 230 80 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 11 0 221 242 84 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 242 - 0 - 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.22 ---- Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.318 ---- Pot Cap-1 Maneuver 0 797 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 797 ---- Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB NB SB HCM Control Delay, s 9.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 797 - - HCM Lane V/C Ratio - 0.013 - - HCM Control Delay (s) - 9.6 - - HCM Lane LOS - A - - HCM 95th %tile Q(veh) - 0 - - HCM 6th TWSC Long Bkgrd AM 13: Strauss Cabin & Wyatt Apartments South Access Scenario 1 02/06/2020 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 115 15 10 275 170 10 Future Vol, veh/h 115 15 10 275 170 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 121 16 11 289 179 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 496 185 190 0 - 0 Stage 1 185 ----- Stage 2 311 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 533 857 1384 - - - Stage 1 847 ----- Stage 2 743 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 529 857 1384 - - - Mov Cap-2 Maneuver 529 ----- Stage 1 840 ----- Stage 2 743 ----- Approach EB NB SB HCM Control Delay, s 13.6 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1384 - 553 - - HCM Lane V/C Ratio 0.008 - 0.247 - - HCM Control Delay (s) 7.6 - 13.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 1 - - HCM 6th TWSC Long Bkgrd PM 13: Strauss Cabin & Wyatt Apartments South Access Scenario 1 02/06/2020 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 60 5 30 150 205 35 Future Vol, veh/h 60 5 30 150 205 35 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 63 5 32 158 216 37 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 457 235 253 0 - 0 Stage 1 235 ----- Stage 2 222 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 562 804 1312 - - - Stage 1 804 ----- Stage 2 815 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 549 804 1312 - - - Mov Cap-2 Maneuver 549 ----- Stage 1 785 ----- Stage 2 815 ----- Approach EB NB SB HCM Control Delay, s 12.3 1.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1312 - 563 - - HCM Lane V/C Ratio 0.024 - 0.122 - - HCM Control Delay (s) 7.8 - 12.3 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - HCM 6th TWSC Long Bkgrd AM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 40 20 70 245 145 40 Future Vol, veh/h 40 20 70 245 145 40 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 0 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 42 21 74 258 153 42 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 580 174 195 0 - 0 Stage 1 174 ----- Stage 2 406 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 477 869 1378 - - - Stage 1 856 ----- Stage 2 673 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 451 869 1378 - - - Mov Cap-2 Maneuver 451 ----- Stage 1 810 ----- Stage 2 673 ----- Approach EB NB SB HCM Control Delay, s 12.3 1.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1378 - 451 869 - - HCM Lane V/C Ratio 0.053 - 0.093 0.024 - - HCM Control Delay (s) 7.8 - 13.8 9.2 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.3 0.1 - - HCM 6th TWSC Long Bkgrd PM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 30 55 40 150 165 45 Future Vol, veh/h 30 55 40 150 165 45 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 0 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 32 58 42 158 174 47 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 440 198 221 0 - 0 Stage 1 198 ----- Stage 2 242 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 574 843 1348 - - - Stage 1 835 ----- Stage 2 798 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 556 843 1348 - - - Mov Cap-2 Maneuver 556 ----- Stage 1 809 ----- Stage 2 798 ----- Approach EB NB SB HCM Control Delay, s 10.4 1.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1348 - 556 843 - - HCM Lane V/C Ratio 0.031 - 0.057 0.069 - - HCM Control Delay (s) 7.8 - 11.9 9.6 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0.2 0.2 - - HCM 6th Roundabout Long Bkgrd AM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report lb am rndabt.syn Intersection Intersection Delay, s/veh 10.9 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 531 853 94 190 Demand Flow Rate, veh/h 542 870 97 193 Vehicles Circulating, veh/h 145 118 633 720 Vehicles Exiting, veh/h 768 612 54 268 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.9 13.6 6.6 9.2 Approach LOS ABAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 542 870 97 193 Cap Entry Lane, veh/h 1190 1223 724 662 Entry HV Adj Factor 0.979 0.980 0.974 0.983 Flow Entry, veh/h 531 853 94 190 Cap Entry, veh/h 1166 1199 705 651 V/C Ratio 0.455 0.711 0.134 0.291 Control Delay, s/veh 7.9 13.6 6.6 9.2 LOSABAA 95th %tile Queue, veh 2601 Lanes and Geometrics Long Bkgrd AM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report lb am rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 250 20 250 150 0 150 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.970 0.963 0.959 Flt Protected 0.996 0.999 0.978 0.970 Satd. Flow (prot) 0 1842 0 0 1805 0 0 1754 0 0 1733 0 Flt Permitted 0.996 0.999 0.978 0.970 Satd. Flow (perm) 0 1842 0 0 1805 0 0 1754 0 0 1733 0 Link Speed (mph) 40 40 45 45 Link Distance (ft) 751 751 1081 1996 Travel Time (s) 12.8 12.8 16.4 30.2 Intersection Summary Area Type: Other HCM 6th Roundabout Long Bkgrd PM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report lb pm rndabt.syn Intersection Intersection Delay, s/veh 14.9 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 879 899 64 179 Demand Flow Rate, veh/h 897 918 65 183 Vehicles Circulating, veh/h 167 103 956 822 Vehicles Exiting, veh/h 838 918 108 199 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 16.7 14.5 8.7 10.4 Approach LOS C B A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 897 918 65 183 Cap Entry Lane, veh/h 1164 1242 520 597 Entry HV Adj Factor 0.980 0.979 0.980 0.980 Flow Entry, veh/h 879 899 64 179 Cap Entry, veh/h 1141 1217 510 585 V/C Ratio 0.771 0.739 0.125 0.307 Control Delay, s/veh 16.7 14.5 8.7 10.4 LOS C B A B 95th %tile Queue, veh 8701 Lanes and Geometrics Long Bkgrd PM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report lb pm rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 250 20 250 150 0 150 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.981 0.966 0.968 Flt Protected 0.997 0.999 0.976 0.972 Satd. Flow (prot) 0 1844 0 0 1826 0 0 1756 0 0 1753 0 Flt Permitted 0.997 0.999 0.976 0.972 Satd. Flow (perm) 0 1844 0 0 1826 0 0 1756 0 0 1753 0 Link Speed (mph) 40 40 45 45 Link Distance (ft) 751 751 1081 1996 Travel Time (s) 12.8 12.8 16.4 30.2 Intersection Summary Area Type: Other HCM 6th Signalized Intersection Summary Long Bkgrd AM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 435 25 10 620 180 40 25 25 110 15 55 Future Volume (veh/h) 45 435 25 10 620 180 40 25 25 110 15 55 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 458 0 11 653 89 42 26 5 116 16 12 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 389 936 794 538 936 794 468 292 56 466 190 143 Arrive On Green 0.50 0.50 0.00 0.50 0.50 0.50 0.19 0.19 0.16 0.19 0.19 0.16 Sat Flow, veh/h 718 1870 1585 934 1870 1585 1382 1524 293 1378 992 744 Grp Volume(v), veh/h 47 458 0 11 653 89 42 0 31 116 0 28 Grp Sat Flow(s),veh/h/ln 718 1870 1585 934 1870 1585 1382 0 1818 1378 0 1736 Q Serve(g_s), s 1.7 5.3 0.0 0.3 8.7 1.0 0.8 0.0 0.5 2.5 0.0 0.4 Cycle Q Clear(g_c), s 10.4 5.3 0.0 5.5 8.7 1.0 1.3 0.0 0.5 2.9 0.0 0.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.16 1.00 0.43 Lane Grp Cap(c), veh/h 389 936 794 538 936 794 468 0 348 466 0 333 V/C Ratio(X) 0.12 0.49 0.00 0.02 0.70 0.11 0.09 0.00 0.09 0.25 0.00 0.08 Avail Cap(c_a), veh/h 714 1785 1513 961 1785 1513 1011 0 1063 1008 0 1016 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.2 5.4 0.0 7.2 6.2 4.3 11.3 0.0 10.9 12.0 0.0 11.0 Incr Delay (d2), s/veh 0.1 0.4 0.0 0.0 1.0 0.1 0.1 0.0 0.1 0.3 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.8 0.0 0.0 1.4 0.1 0.2 0.0 0.1 0.5 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.4 5.8 0.0 7.2 7.2 4.4 11.4 0.0 11.0 12.3 0.0 11.1 LnGrp LOS BAAAAABABBAB Approach Vol, veh/h 505 753 73 144 Approach Delay, s/veh 6.2 6.8 11.2 12.0 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 21.3 11.2 21.3 11.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 18.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 12.4 4.9 10.7 3.3 Green Ext Time (p_c), s 2.8 0.3 4.4 0.1 Intersection Summary HCM 6th Ctrl Delay 7.3 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd AM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lb am.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 36 24 36 24 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 36 0 36 End Time (s) 36 0 36 0 Yield/Force Off (s) 30 54 30 54 Yield/Force Off 170(s) 19 54 19 54 Local Start Time (s) 0 36 0 36 Local Yield (s) 30 54 30 54 Local Yield 170(s) 19 54 19 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 8: Strauss Cabin & Kechter Queues Long Bkgrd AM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 47 458 26 11 653 189 42 52 116 74 v/c Ratio 0.17 0.49 0.03 0.03 0.70 0.21 0.13 0.12 0.35 0.17 Control Delay 7.7 9.0 0.9 5.7 12.7 1.9 15.8 10.5 18.6 7.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.7 9.0 0.9 5.7 12.7 1.9 15.8 10.5 18.6 7.8 Queue Length 50th (ft) 5 60 0 1 100 0 8 5 23 3 Queue Length 95th (ft) 21 139 4 7 229 21 30 28 68 29 Internal Link Dist (ft) 671 671 1001 1916 Turn Bay Length (ft) 215 250 20 250 150 150 Base Capacity (vph) 405 1410 1211 639 1410 1244 626 830 638 809 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.12 0.32 0.02 0.02 0.46 0.15 0.07 0.06 0.18 0.09 Intersection Summary HCM 6th Signalized Intersection Summary Long Bkgrd PM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 740 45 25 710 120 30 15 15 100 30 40 Future Volume (veh/h) 50 740 45 25 710 120 30 15 15 100 30 40 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 779 21 26 747 66 32 16 3 105 32 7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 379 1059 898 367 1059 898 395 255 48 412 247 54 Arrive On Green 0.57 0.57 0.57 0.57 0.57 0.57 0.17 0.17 0.14 0.17 0.17 0.14 Sat Flow, veh/h 671 1870 1585 680 1870 1585 1368 1532 287 1393 1487 325 Grp Volume(v), veh/h 53 779 21 26 747 66 32 0 19 105 0 39 Grp Sat Flow(s),veh/h/ln 671 1870 1585 680 1870 1585 1368 0 1819 1393 0 1812 Q Serve(g_s), s 2.3 11.6 0.2 1.1 10.8 0.7 0.8 0.0 0.3 2.6 0.0 0.7 Cycle Q Clear(g_c), s 13.1 11.6 0.2 12.7 10.8 0.7 1.5 0.0 0.3 2.9 0.0 0.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.16 1.00 0.18 Lane Grp Cap(c), veh/h 379 1059 898 367 1059 898 395 0 302 412 0 301 V/C Ratio(X) 0.14 0.74 0.02 0.07 0.71 0.07 0.08 0.00 0.06 0.25 0.00 0.13 Avail Cap(c_a), veh/h 556 1551 1314 546 1551 1314 863 0 924 888 0 921 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.6 6.0 3.6 10.7 5.9 3.7 13.9 0.0 13.2 14.4 0.0 13.4 Incr Delay (d2), s/veh 0.2 1.0 0.0 0.1 0.9 0.0 0.1 0.0 0.1 0.3 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 1.9 0.0 0.1 1.7 0.1 0.2 0.0 0.1 0.6 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.8 7.1 3.6 10.8 6.7 3.7 14.0 0.0 13.3 14.7 0.0 13.5 LnGrp LOS BAABAABABBAB Approach Vol, veh/h 853 839 51 144 Approach Delay, s/veh 7.2 6.6 13.7 14.4 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 26.2 11.2 26.2 11.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 18.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 15.1 4.9 14.7 3.5 Green Ext Time (p_c), s 5.1 0.3 4.8 0.1 Intersection Summary HCM 6th Ctrl Delay 7.7 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd PM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lb pm.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 36 24 36 24 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 36 0 36 End Time (s) 36 0 36 0 Yield/Force Off (s) 30 54 30 54 Yield/Force Off 170(s) 19 54 19 54 Local Start Time (s) 0 36 0 36 Local Yield (s) 30 54 30 54 Local Yield 170(s) 19 54 19 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 8: Strauss Cabin & Kechter Queues Long Bkgrd PM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 53 779 47 26 747 126 32 32 105 74 v/c Ratio 0.22 0.77 0.05 0.12 0.74 0.14 0.11 0.08 0.34 0.18 Control Delay 8.4 14.6 1.9 7.0 13.3 1.8 16.7 11.7 19.9 10.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.4 14.6 1.9 7.0 13.3 1.8 16.7 11.7 19.9 10.4 Queue Length 50th (ft) 6 131 0 3 122 0 7 3 24 7 Queue Length 95th (ft) 25 298 9 14 275 17 25 20 63 33 Internal Link Dist (ft) 671 671 1001 1916 Turn Bay Length (ft) 215 250 20 250 150 150 Base Capacity (vph) 317 1335 1150 286 1335 1170 580 766 602 772 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.17 0.58 0.04 0.09 0.56 0.11 0.06 0.04 0.17 0.10 Intersection Summary APPENDIX G HCM 6th Signalized Intersection Summary Short Total AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 1660 47 95 2418 21 180 51 126 53 4 8 Future Volume (veh/h) 5 1660 47 95 2418 21 180 51 126 53 4 8 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 6 1865 0 107 2717 0 202 57 0 60 4 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 27 2808 269 3617 255 124 206 83 Arrive On Green 0.02 0.55 0.00 0.15 0.71 0.00 0.07 0.07 0.00 0.05 0.04 0.00 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 6 1865 0 107 2717 0 202 57 0 60 4 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 0.4 28.5 0.0 6.0 36.5 0.0 8.0 3.2 0.0 3.5 0.2 0.0 Cycle Q Clear(g_c), s 0.4 28.5 0.0 6.0 36.5 0.0 8.0 3.2 0.0 3.5 0.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 27 2808 269 3617 255 124 206 83 V/C Ratio(X) 0.22 0.66 0.40 0.75 0.79 0.46 0.29 0.05 Avail Cap(c_a), veh/h 243 2808 269 3617 255 162 245 162 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.5 17.5 0.0 42.2 10.0 0.0 47.7 49.5 0.0 46.6 50.3 0.0 Incr Delay (d2), s/veh 4.1 1.3 0.0 1.0 0.9 0.0 15.5 2.6 0.0 0.8 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 10.3 0.0 2.6 9.8 0.0 6.5 1.6 0.0 1.5 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.6 18.8 0.0 43.1 10.9 0.0 63.2 52.1 0.0 47.3 50.6 0.0 LnGrp LOS E B D B E D D D Approach Vol, veh/h 1871 A 2824 A 259 A 64 A Approach Delay, s/veh 18.9 12.1 60.8 47.5 Approach LOS B B E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 10.4 22.6 66.0 8.6 12.8 4.7 83.9 Change Period (Y+Rc), s 4.0 6.5 7.0 6.5 4.0 6.5 4.0 7.0 Max Green Setting (Gmax), s 7.0 8.5 11.0 59.5 7.0 8.5 14.0 59.0 Max Q Clear Time (g_c+I1), s 10.0 2.2 8.0 30.5 5.5 5.2 2.4 38.5 Green Ext Time (p_c), s 0.0 0.0 0.1 16.3 0.0 0.0 0.0 17.6 Intersection Summary HCM 6th Ctrl Delay 17.6 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Short Total AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report st am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None None C-Max None None None None Maximum Split (s) 11 15 18 66 11 15 18 66 Maximum Split (%) 10.0% 13.6% 16.4% 60.0% 10.0% 13.6% 16.4% 60.0% Minimum Split (s) 11 42.5 11 25.5 11 42.5 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 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) 29 12 29 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 64.5 75.5 46.5 90.5 64.5 75.5 90.5 108.5 End Time (s) 75.5 90.5 64.5 46.5 75.5 90.5 108.5 64.5 Yield/Force Off (s) 71.5 84 57.5 40 71.5 84 104.5 57.5 Yield/Force Off 170(s) 71.5 55 57.5 28 71.5 55 104.5 47.5 Local Start Time (s) 24.5 35.5 6.5 50.5 24.5 35.5 50.5 68.5 Local Yield (s) 31.5 44 17.5 0 31.5 44 64.5 17.5 Local Yield 170(s) 31.5 15 17.5 98 31.5 15 64.5 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 40 (36%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Short Total AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report st am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 6 1865 53 107 2717 24 202 57 142 60 4 9 v/c Ratio 0.05 0.63 0.03 0.59 0.75 0.02 0.65 0.37 0.47 0.37 0.03 0.01 Control Delay 49.2 17.3 0.0 60.8 12.9 0.0 51.8 54.7 8.4 50.5 47.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.2 17.3 0.0 60.8 12.9 0.0 51.8 54.7 8.4 50.5 47.8 0.0 Queue Length 50th (ft) 4 325 0 73 386 0 128 39 0 41 3 0 Queue Length 95th (ft) 18 371 0 130 611 0 #226 80 29 71 13 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 241 2945 1583 193 3619 1159 310 160 303 169 160 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.02 0.63 0.03 0.55 0.75 0.02 0.65 0.36 0.47 0.36 0.03 0.01 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Total PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 2483 147 116 1617 62 114 20 63 102 25 7 Future Volume (veh/h) 5 2483 147 116 1617 62 114 20 63 102 25 7 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 2560 0 120 1667 0 118 21 0 105 26 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222 Cap, veh/h 24 2872 269 3681 234 78 242 99 Arrive On Green 0.01 0.56 0.00 0.15 0.72 0.00 0.07 0.04 0.00 0.08 0.05 0.00 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 5 2560 0 120 1667 0 118 21 0 105 26 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 0.3 52.8 0.0 7.4 16.2 0.0 7.6 1.3 0.0 6.6 1.6 0.0 Cycle Q Clear(g_c), s 0.3 52.8 0.0 7.4 16.2 0.0 7.6 1.3 0.0 6.6 1.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 24 2872 269 3681 234 78 242 99 V/C Ratio(X) 0.21 0.89 0.45 0.45 0.50 0.27 0.43 0.26 Avail Cap(c_a), veh/h 193 2872 269 3681 234 148 296 226 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 58.6 23.0 0.0 46.4 6.9 0.0 51.1 55.7 0.0 49.0 54.6 0.0 Incr Delay (d2), s/veh 4.2 4.7 0.0 1.2 0.1 0.0 1.7 1.8 0.0 1.2 1.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 20.1 0.0 3.2 4.4 0.0 3.4 0.6 0.0 2.9 0.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.8 27.7 0.0 47.5 7.0 0.0 52.8 57.6 0.0 50.3 55.9 0.0 LnGrp LOS E C D A D E D E Approach Vol, veh/h 2565 A 1787 A 139 A 131 A Approach Delay, s/veh 27.8 9.7 53.6 51.4 Approach LOS C A D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 11.9 24.1 73.0 12.4 10.5 4.6 92.5 Change Period (Y+Rc), s 4.0 6.5 7.0 6.5 4.0 6.5 4.0 7.0 Max Green Setting (Gmax), s 7.0 13.5 9.0 66.5 12.0 8.5 12.0 66.0 Max Q Clear Time (g_c+I1), s 9.6 3.6 9.4 54.8 8.6 3.3 2.3 18.2 Green Ext Time (p_c), s 0.0 0.0 0.0 10.5 0.1 0.0 0.0 15.8 Intersection Summary HCM 6th Ctrl Delay 22.3 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Short Total PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report st pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None None C-Max None None None None Maximum Split (s) 11 20 16 73 16 15 16 73 Maximum Split (%) 9.2% 16.7% 13.3% 60.8% 13.3% 12.5% 13.3% 60.8% Minimum Split (s) 11 42.5 11 25.5 11 42.5 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 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) 29 12 29 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 62.5 73.5 46.5 93.5 62.5 78.5 93.5 109.5 End Time (s) 73.5 93.5 62.5 46.5 78.5 93.5 109.5 62.5 Yield/Force Off (s) 69.5 87 55.5 40 74.5 87 105.5 55.5 Yield/Force Off 170(s) 69.5 58 55.5 28 74.5 58 105.5 45.5 Local Start Time (s) 22.5 33.5 6.5 53.5 22.5 38.5 53.5 69.5 Local Yield (s) 29.5 47 15.5 0 34.5 47 65.5 15.5 Local Yield 170(s) 29.5 18 15.5 108 34.5 18 65.5 5.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 40 (33%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Short Total PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report st pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 5 2560 152 120 1667 64 118 21 65 105 26 7 v/c Ratio 0.05 0.83 0.10 0.82 0.46 0.05 0.49 0.17 0.22 0.40 0.15 0.00 Control Delay 54.2 23.1 0.1 92.2 8.8 0.1 48.4 55.7 1.7 46.1 50.6 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.2 23.1 0.1 92.2 8.8 0.1 48.4 55.7 1.7 46.1 50.6 0.0 Queue Length 50th (ft) 4 584 0 93 183 0 77 16 0 68 19 0 Queue Length 95th (ft) 17 688 0 #199 305 0 130 42 0 117 47 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 191 3083 1583 147 3648 1175 243 147 314 283 225 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.03 0.83 0.10 0.82 0.46 0.05 0.49 0.14 0.21 0.37 0.12 0.00 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Short Total AM 11: Strauss Cabin & Wyatt Apartments North Access/Multi-Family Access Scenario 1 02/06/2020 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 80 0 15 20 0 59 4 218 7 21 105 20 Future Vol, veh/h 80 0 15 20 0 59 4 218 7 21 105 20 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 - ----- 280-- 150-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 89 87 89 89 89 87 87 89 89 87 87 Heavy Vehicles, % 2 22222222222 Mvmt Flow 92 0 17 22 0 66 5 251 8 24 121 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 467 438 121 454 457 255 144 0 0 259 0 0 Stage 1 169 169 - 265 265 ------- Stage 2 298 269 - 189 192 ------- 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 506 512 930 516 500 784 1438 - - 1306 - - Stage 1 833 759 - 740 689 ------- Stage 2 711 687 - 813 742 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 455 501 930 498 490 784 1438 - - 1306 - - Mov Cap-2 Maneuver 455 501 - 498 490 ------- Stage 1 831 745 - 738 687 ------- Stage 2 649 685 - 783 729 ------- Approach EB WB NB SB HCM Control Delay, s 14.3 11 0.1 1.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1438 - - 495 684 1306 - - HCM Lane V/C Ratio 0.003 - - 0.221 0.13 0.018 - - HCM Control Delay (s) 7.5 - - 14.3 11 7.8 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.8 0.4 0.1 - - HCM 6th TWSC Short Total PM 11: Strauss Cabin & Wyatt Apartments North Access/Multi-Family Access Scenario 1 02/06/2020 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 42 0 8 13 0 38 15 117 20 59 151 78 Future Vol, veh/h 42 0 8 13 0 38 15 117 20 59 151 78 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 - ----- 280-- 150-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 89 85 89 89 89 85 85 89 89 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 49 0 9 15 0 43 18 138 22 66 178 92 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 517 506 178 546 587 149 270 0 0 160 0 0 Stage 1 310 310 - 185 185 ------- Stage 2 207 196 - 361 402 ------- 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 469 469 865 448 422 898 1293 - - 1419 - - Stage 1 700 659 - 817 747 ------- Stage 2 795 739 - 657 600 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 426 441 865 423 397 898 1293 - - 1419 - - Mov Cap-2 Maneuver 426 441 - 423 397 ------- Stage 1 690 628 - 806 737 ------- Stage 2 747 729 - 620 572 ------- Approach EB WB NB SB HCM Control Delay, s 13.9 10.6 0.8 1.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1293 - - 464 698 1419 - - HCM Lane V/C Ratio 0.014 - - 0.127 0.082 0.047 - - HCM Control Delay (s) 7.8 - - 13.9 10.6 7.7 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.4 0.3 0.1 - - HCM 6th TWSC Short Total AM 13: Strauss Cabin & Wyatt Apartments South Access Scenario 1 02/06/2020 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 34 14 4 195 132 8 Future Vol, veh/h 34 14 4 195 132 8 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 22222 Mvmt Flow 39 16 5 224 152 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 391 157 161 0 - 0 Stage 1 157 ----- Stage 2 234 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 613 889 1418 - - - Stage 1 871 ----- Stage 2 805 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 611 889 1418 - - - Mov Cap-2 Maneuver 611 ----- Stage 1 868 ----- Stage 2 805 ----- Approach EB NB SB HCM Control Delay, s 10.8 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1418 - 672 - - HCM Lane V/C Ratio 0.003 - 0.082 - - HCM Control Delay (s) 7.5 - 10.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC Short Total PM 13: Strauss Cabin & Wyatt Apartments South Access Scenario 1 02/06/2020 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 7 13 134 138 34 Future Vol, veh/h 18 7 13 134 138 34 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 21 8 15 158 162 40 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 370 182 202 0 - 0 Stage 1 182 ----- Stage 2 188 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 630 861 1370 - - - Stage 1 849 ----- Stage 2 844 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 623 861 1370 - - - Mov Cap-2 Maneuver 623 ----- Stage 1 840 ----- Stage 2 844 ----- Approach EB NB SB HCM Control Delay, s 10.6 0.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1370 - 675 - - HCM Lane V/C Ratio 0.011 - 0.044 - - HCM Control Delay (s) 7.7 - 10.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC Short Total AM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 30 12 48 169 110 36 Future Vol, veh/h 30 12 48 169 110 36 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22222 Mvmt Flow 32 13 51 180 117 38 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 418 136 155 0 - 0 Stage 1 136 ----- Stage 2 282 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 591 913 1425 - - - Stage 1 890 ----- Stage 2 766 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 567 913 1425 - - - Mov Cap-2 Maneuver 567 ----- Stage 1 854 ----- Stage 2 766 ----- Approach EB NB SB HCM Control Delay, s 10.9 1.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1425 - 567 913 - - HCM Lane V/C Ratio 0.036 - 0.056 0.014 - - HCM Control Delay (s) 7.6 0 11.7 9 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.2 0 - - HCM 6th TWSC Short Total PM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 24 38 29 123 112 33 Future Vol, veh/h 24 38 29 123 112 33 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 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 28 45 34 145 132 39 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 365 152 171 0 - 0 Stage 1 152 ----- Stage 2 213 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 635 894 1406 - - - Stage 1 876 ----- Stage 2 823 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 618 894 1406 - - - Mov Cap-2 Maneuver 618 ----- Stage 1 853 ----- Stage 2 823 ----- Approach EB NB SB HCM Control Delay, s 9.9 1.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1406 - 618 894 - - HCM Lane V/C Ratio 0.024 - 0.046 0.05 - - HCM Control Delay (s) 7.6 0 11.1 9.2 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.1 0.2 - - HCM 6th TWSC Short Total AM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 9.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 39 389 1 1 556 164 3 3 2 79 2 43 Future Vol, veh/h 39 389 1 1 556 164 3 3 2 79 2 43 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 215 - - 20 -------- 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 46 458 1 1 654 193 4 4 2 93 2 51 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 847 0 0 459 0 0 1330 1400 459 1307 1304 751 Stage 1 - ----- 551 551- 753 753- Stage 2 - ----- 779 849- 554 551- 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 - - 1102 - - 132 140 602 137 160 411 Stage 1 - ----- 519 515- 402 417- Stage 2 - ----- 389 377- 517 515- Platoon blocked, % - - - - Mov Cap-1 Maneuver 790 - - 1102 - - 109 132 602 128 151 411 Mov Cap-2 Maneuver - ----- 109 132- 128 151- Stage 1 - ----- 489 485- 379 417- Stage 2 - ----- 339 377- 481 485- Approach EB WB NB SB HCM Control Delay, s 0.9 0 30.8 91.6 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 149 790 - - 1102 - - 169 HCM Lane V/C Ratio 0.063 0.058 - - 0.001 - - 0.863 HCM Control Delay (s) 30.8 9.8 - - 8.3 - - 91.6 HCM Lane LOS D A - - A - - F HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 6.1 HCM 6th TWSC Short Total PM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 35 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 39 659 1 10 639 110 1 2 3 97 2 44 Future Vol, veh/h 39 659 1 10 639 110 1 2 3 97 2 44 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 215 - - 20 -------- 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 44 740 1 11 718 124 1 2 3 109 2 49 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 842 0 0 741 0 0 1657 1693 741 1633 1631 780 Stage 1 - ----- 829 829- 802 802- Stage 2 - ----- 828 864- 831 829- 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 794 - - 866 - - 78 93 416 ~ 81 101 395 Stage 1 - ----- 365 385- 378 396- Stage 2 - ----- 365 371- 364 385- Platoon blocked, % - - - - Mov Cap-1 Maneuver 794 - - 866 - - 64 87 416 ~ 75 94 395 Mov Cap-2 Maneuver - ----- 64 87- ~ 75 94- Stage 1 - ----- 345 364- 357 391- Stage 2 - ----- 313 366- 339 364- Approach EB WB NB SB HCM Control Delay, s 0.5 0.1 34 $ 388.9 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 131 794 - - 866 - - 100 HCM Lane V/C Ratio 0.051 0.055 - - 0.013 - - 1.607 HCM Control Delay (s) 34 9.8 - - 9.2 - -$ 388.9 HCM Lane LOS D A - - A - - F HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 12.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Roundabout Short Total AM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st am rndabt.syn Intersection Intersection Delay, s/veh 9.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 505 848 10 146 Demand Flow Rate, veh/h 515 865 10 149 Vehicles Circulating, veh/h 98 55 609 672 Vehicles Exiting, veh/h 723 564 4 248 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.1 11.5 5.0 7.8 Approach LOS ABAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 515 865 10 149 Cap Entry Lane, veh/h 1249 1305 741 695 Entry HV Adj Factor 0.980 0.980 0.992 0.980 Flow Entry, veh/h 505 848 10 146 Cap Entry, veh/h 1224 1279 736 681 V/C Ratio 0.412 0.663 0.013 0.214 Control Delay, s/veh 7.1 11.5 5.0 7.8 LOSABAA 95th %tile Queue, veh 2501 Lanes and Geometrics Short Total AM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st am rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 20 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.969 0.973 0.953 Flt Protected 0.995 0.980 0.969 Satd. Flow (prot) 0 1853 0 0 1805 0 0 1776 0 0 1720 0 Flt Permitted 0.995 0.980 0.969 Satd. Flow (perm) 0 1853 0 0 1805 0 0 1776 0 0 1720 0 Link Speed (mph) 40 40 45 45 Link Distance (ft) 751 751 1081 1996 Travel Time (s) 12.8 12.8 16.4 30.2 Intersection Summary Area Type: Other HCM 6th Roundabout Short Total PM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st pm rndabt.syn Intersection Intersection Delay, s/veh 11.4 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 785 853 6 160 Demand Flow Rate, veh/h 801 869 6 163 Vehicles Circulating, veh/h 124 48 911 744 Vehicles Exiting, veh/h 783 869 14 173 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 11.9 11.4 6.8 8.8 Approach LOS BBAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 801 869 6 163 Cap Entry Lane, veh/h 1216 1314 545 646 Entry HV Adj Factor 0.980 0.981 0.993 0.981 Flow Entry, veh/h 785 853 6 160 Cap Entry, veh/h 1192 1289 541 634 V/C Ratio 0.659 0.661 0.011 0.252 Control Delay, s/veh 11.9 11.4 6.8 8.8 LOSBBAA 95th %tile Queue, veh 5501 Lanes and Geometrics Short Total PM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st pm rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 20 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.980 0.932 0.959 Flt Protected 0.997 0.999 0.992 0.967 Satd. Flow (prot) 0 1857 0 0 1824 0 0 1722 0 0 1727 0 Flt Permitted 0.997 0.999 0.992 0.967 Satd. Flow (perm) 0 1857 0 0 1824 0 0 1722 0 0 1727 0 Link Speed (mph) 40 40 45 45 Link Distance (ft) 751 751 1081 1996 Travel Time (s) 12.8 12.8 16.4 30.2 Intersection Summary Area Type: Other HCM 6th Signalized Intersection Summary Short Total AM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st am signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 39 389 1 1 556 164 3 3 2 79 2 43 Future Volume (veh/h) 39 389 1 1 556 164 3 3 2 79 2 43 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 46 458 1 1 654 174 4 4 0 93 2 7 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 332 1074 2 599 820 218 232 186 0 384 12 16 Arrive On Green 0.58 0.58 0.55 0.58 0.58 0.55 0.13 0.16 0.00 0.13 0.16 0.13 Sat Flow, veh/h 662 1866 4 933 1423 379 556 1172 0 1266 77 99 Grp Volume(v), veh/h 46 0 459 1 0 828 8 0 0 102 0 0 Grp Sat Flow(s),veh/h/ln 662 0 1870 933 0 1802 1729 0 0 1442 0 0 Q Serve(g_s), s 2.2 0.0 5.2 0.0 0.0 13.7 0.0 0.0 0.0 2.3 0.0 0.0 Cycle Q Clear(g_c), s 15.9 0.0 5.2 5.2 0.0 13.7 0.1 0.0 0.0 2.5 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.21 0.50 0.00 0.91 0.07 Lane Grp Cap(c), veh/h 332 0 1077 599 0 1038 372 0 0 374 0 0 V/C Ratio(X) 0.14 0.00 0.43 0.00 0.00 0.80 0.02 0.00 0.00 0.27 0.00 0.00 Avail Cap(c_a), veh/h 495 0 1536 829 0 1481 926 0 0 866 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 12.5 0.0 4.5 6.0 0.0 6.4 13.6 0.0 0.0 14.8 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.0 0.3 0.0 0.0 2.1 0.0 0.0 0.0 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.7 0.0 0.0 2.3 0.0 0.0 0.0 0.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.7 0.0 4.8 6.0 0.0 8.4 13.6 0.0 0.0 15.2 0.0 0.0 LnGrp LOS BAAAAABAABAA Approach Vol, veh/h 505 829 8 102 Approach Delay, s/veh 5.5 8.4 13.6 15.2 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 26.7 11.0 26.7 11.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 18.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 17.9 4.5 15.7 2.1 Green Ext Time (p_c), s 2.4 0.3 5.1 0.0 Intersection Summary HCM 6th Ctrl Delay 7.9 HCM 6th LOS A Timing Report, Sorted By Phase Short Total AM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st am signal.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 36 24 36 24 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 36 0 36 End Time (s) 36 0 36 0 Yield/Force Off (s) 30 54 30 54 Yield/Force Off 170(s) 19 54 19 54 Local Start Time (s) 0 36 0 36 Local Yield (s) 30 54 30 54 Local Yield 170(s) 19 54 19 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 8: Strauss Cabin & Kechter Queues Short Total AM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st am signal.syn Lane Group EBL EBT WBL WBT NBT SBT Lane Group Flow (vph) 46 459 1 847 10 146 v/c Ratio 0.23 0.43 0.00 0.81 0.03 0.44 Control Delay 9.2 7.6 5.0 16.5 14.8 17.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.2 7.6 5.0 16.5 14.8 17.0 Queue Length 50th (ft) 5 59 0 146 2 26 Queue Length 95th (ft) 23 125 2 #342 10 61 Internal Link Dist (ft) 671 671 1001 1916 Turn Bay Length (ft) 215 20 Base Capacity (vph) 230 1236 574 1206 636 606 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.20 0.37 0.00 0.70 0.02 0.24 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Total PM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st pm signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 39 659 1 10 639 110 1 2 3 97 2 44 Future Volume (veh/h) 39 659 1 10 639 110 1 2 3 97 2 44 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 44 740 1 11 718 114 1 2 1 109 2 15 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 334 1089 1 403 919 146 141 188 72 370 11 29 Arrive On Green 0.58 0.58 0.56 0.58 0.58 0.56 0.14 0.17 0.14 0.14 0.17 0.14 Sat Flow, veh/h 660 1867 3 718 1575 250 169 1132 434 1212 63 172 Grp Volume(v), veh/h 44 0 741 11 0 832 4 0 0 126 0 0 Grp Sat Flow(s),veh/h/ln 660 0 1870 718 0 1825 1735 0 0 1448 0 0 Q Serve(g_s), s 2.2 0.0 10.9 0.4 0.0 14.0 0.0 0.0 0.0 3.1 0.0 0.0 Cycle Q Clear(g_c), s 16.2 0.0 10.9 11.4 0.0 14.0 0.1 0.0 0.0 3.2 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.14 0.25 0.25 0.87 0.12 Lane Grp Cap(c), veh/h 334 0 1090 403 0 1064 358 0 0 373 0 0 V/C Ratio(X) 0.13 0.00 0.68 0.03 0.00 0.78 0.01 0.00 0.00 0.34 0.00 0.00 Avail Cap(c_a), veh/h 461 0 1452 541 0 1417 870 0 0 818 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 12.6 0.0 5.7 9.7 0.0 6.4 14.1 0.0 0.0 15.7 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.0 0.8 0.0 0.0 2.1 0.0 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 1.8 0.1 0.0 2.6 0.0 0.0 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.8 0.0 6.6 9.7 0.0 8.5 14.1 0.0 0.0 16.2 0.0 0.0 LnGrp LOS BAAAAABAABAA Approach Vol, veh/h 785 843 4 126 Approach Delay, s/veh 6.9 8.5 14.1 16.2 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 28.3 11.6 28.3 11.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 18.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 18.2 5.2 16.0 2.1 Green Ext Time (p_c), s 4.1 0.4 5.1 0.0 Intersection Summary HCM 6th Ctrl Delay 8.4 HCM 6th LOS A Timing Report, Sorted By Phase Short Total PM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st pm signal.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 36 24 36 24 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 36 0 36 End Time (s) 36 0 36 0 Yield/Force Off (s) 30 54 30 54 Yield/Force Off 170(s) 19 54 19 54 Local Start Time (s) 0 36 0 36 Local Yield (s) 30 54 30 54 Local Yield 170(s) 19 54 19 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 8: Strauss Cabin & Kechter Queues Short Total PM 8: Strauss Cabin & Kechter Signal at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report st pm signal.syn Lane Group EBL EBT WBL WBT NBT SBT Lane Group Flow (vph) 44 741 11 842 6 160 v/c Ratio 0.23 0.70 0.04 0.81 0.02 0.47 Control Delay 9.8 12.7 6.1 17.4 12.8 18.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.8 12.7 6.1 17.4 12.8 18.4 Queue Length 50th (ft) 5 126 1 155 1 32 Queue Length 95th (ft) 25 287 8 #434 8 74 Internal Link Dist (ft) 671 671 1001 1916 Turn Bay Length (ft) 215 20 Base Capacity (vph) 222 1224 308 1204 660 593 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.20 0.61 0.04 0.70 0.01 0.27 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. APPENDIX H HCM 6th Signalized Intersection Summary Long Total AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 1920 210 195 2755 125 250 65 160 235 50 60 Future Volume (veh/h) 35 1920 210 195 2755 125 250 65 160 235 50 60 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 37 2021 0 205 2900 0 263 68 0 247 53 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 61 2376 789 3466 319 112 319 112 Arrive On Green 0.03 0.47 0.00 0.23 0.68 0.00 0.09 0.06 0.00 0.09 0.06 0.00 Sat Flow, veh/h 1781 5106 1585 3456 5106 1585 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 37 2021 0 205 2900 0 263 68 0 247 53 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1728 1702 1585 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 2.7 45.5 0.0 6.3 54.9 0.0 9.7 4.6 0.0 9.1 3.6 0.0 Cycle Q Clear(g_c), s 2.7 45.5 0.0 6.3 54.9 0.0 9.7 4.6 0.0 9.1 3.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 61 2376 789 3466 319 112 319 112 V/C Ratio(X) 0.61 0.85 0.26 0.84 0.82 0.61 0.77 0.47 Avail Cap(c_a), veh/h 110 2376 789 3466 319 352 319 352 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 61.9 30.7 0.0 41.1 15.5 0.0 58.0 59.6 0.0 57.7 59.1 0.0 Incr Delay (d2), s/veh 9.4 4.1 0.0 0.2 2.6 0.0 16.0 5.2 0.0 11.3 3.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 17.9 0.0 2.6 17.8 0.0 4.9 2.3 0.0 4.4 1.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.3 34.8 0.0 41.3 18.1 0.0 73.9 64.8 0.0 68.9 62.2 0.0 LnGrp LOS E C D B E E E E Approach Vol, veh/h 2058 A 3105 A 331 A 300 A Approach Delay, s/veh 35.5 19.6 72.1 67.7 Approach LOS D B E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.0 13.3 35.7 66.0 15.0 13.3 7.4 94.2 Change Period (Y+Rc), s 4.0 6.5 7.0 6.5 4.0 6.5 4.0 7.0 Max Green Setting (Gmax), s 11.0 23.5 12.0 59.5 11.0 23.5 7.0 67.0 Max Q Clear Time (g_c+I1), s 11.7 5.6 8.3 47.5 11.1 6.6 4.7 56.9 Green Ext Time (p_c), s 0.0 0.1 0.2 9.0 0.0 0.2 0.0 9.5 Intersection Summary HCM 6th Ctrl Delay 30.7 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Long Total AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 15 30 19 66 15 30 11 74 Maximum Split (%) 11.5% 23.1% 14.6% 50.8% 11.5% 23.1% 8.5% 56.9% Minimum Split (s) 11 30 11 25.5 11 30 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 12 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 25.5 40.5 6.5 70.5 25.5 40.5 70.5 81.5 End Time (s) 40.5 70.5 25.5 6.5 40.5 70.5 81.5 25.5 Yield/Force Off (s) 36.5 64 18.5 0 36.5 64 77.5 18.5 Yield/Force Off 170(s) 36.5 64 18.5 118 36.5 64 77.5 8.5 Local Start Time (s) 25.5 40.5 6.5 70.5 25.5 40.5 70.5 81.5 Local Yield (s) 36.5 64 18.5 0 36.5 64 77.5 18.5 Local Yield 170(s) 36.5 64 18.5 118 36.5 64 77.5 8.5 Intersection Summary Cycle Length 130 Control Type Actuated-Coordinated Natural Cycle 130 Offset: 0 (0%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Long Total AM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 37 2021 221 205 2900 132 263 68 168 247 53 63 v/c Ratio 0.30 0.68 0.14 0.60 0.85 0.08 0.83 0.43 0.11 0.78 0.34 0.04 Control Delay 62.7 20.8 0.2 63.9 22.8 0.1 80.0 63.9 0.1 75.3 60.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.7 20.8 0.2 63.9 22.8 0.1 80.0 63.9 0.1 75.3 60.7 0.1 Queue Length 50th (ft) 30 427 0 86 750 0 113 55 0 106 43 0 Queue Length 95th (ft) 66 520 0 128 #1020 0 #184 101 0 #168 83 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 128 2990 1583 343 3397 1583 316 351 1583 316 351 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.29 0.68 0.14 0.60 0.85 0.08 0.83 0.19 0.11 0.78 0.15 0.04 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Long Total PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 2835 190 140 1845 270 285 60 155 190 55 45 Future Volume (veh/h) 70 2835 190 140 1845 270 285 60 155 190 55 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 71 2893 0 143 1883 0 291 61 0 194 56 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 222222222222 Cap, veh/h 102 2900 547 3506 272 102 264 98 Arrive On Green 0.06 0.57 0.00 0.16 0.69 0.00 0.08 0.05 0.00 0.08 0.05 0.00 Sat Flow, veh/h 1781 5106 1585 3456 5106 1585 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 71 2893 0 143 1883 0 291 61 0 194 56 0 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1728 1702 1585 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 5.5 79.1 0.0 5.1 25.6 0.0 11.0 4.5 0.0 7.7 4.1 0.0 Cycle Q Clear(g_c), s 5.5 79.1 0.0 5.1 25.6 0.0 11.0 4.5 0.0 7.7 4.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 102 2900 547 3506 272 102 264 98 V/C Ratio(X) 0.69 1.00 0.26 0.54 1.07 0.60 0.73 0.57 Avail Cap(c_a), veh/h 153 2900 547 3506 272 327 272 327 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 64.8 30.2 0.0 51.7 10.9 0.0 64.5 64.7 0.0 63.3 64.8 0.0 Incr Delay (d2), s/veh 8.2 16.2 0.0 0.3 0.2 0.0 74.9 5.5 0.0 9.6 5.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 32.8 0.0 2.2 8.2 0.0 7.6 2.2 0.0 3.7 2.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.9 46.4 0.0 52.0 11.1 0.0 139.4 70.2 0.0 72.9 69.9 0.0 LnGrp LOS E D D B F E E E Approach Vol, veh/h 2964 A 2026 A 352 A 250 A Approach Delay, s/veh 47.0 13.9 127.4 72.2 Approach LOS D B F E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.0 12.8 28.2 85.0 13.7 13.1 11.0 102.1 Change Period (Y+Rc), s 4.0 6.5 7.0 6.5 4.0 6.5 4.0 7.0 Max Green Setting (Gmax), s 10.0 23.5 4.0 78.5 10.0 23.5 11.0 74.0 Max Q Clear Time (g_c+I1), s 13.0 6.1 7.1 81.1 9.7 6.5 7.5 27.6 Green Ext Time (p_c), s 0.0 0.2 0.0 0.0 0.0 0.2 0.0 19.3 Intersection Summary HCM 6th Ctrl Delay 41.2 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. Timing Report, Sorted By Phase Long Total PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lag Lead Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None None None C-Max None None None None Maximum Split (s) 14 30 11 85 14 30 15 81 Maximum Split (%) 10.0% 21.4% 7.9% 60.7% 10.0% 21.4% 10.7% 57.9% Minimum Split (s) 11 30 11 25.5 11 30 11 28 Yellow Time (s) 3 3.5 5.5 5.5 3 3.5 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 12 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 132.5 6.5 121.5 36.5 132.5 6.5 36.5 51.5 End Time (s) 6.5 36.5 132.5 121.5 6.5 36.5 51.5 132.5 Yield/Force Off (s) 2.5 30 125.5 115 2.5 30 47.5 125.5 Yield/Force Off 170(s) 2.5 30 125.5 103 2.5 30 47.5 115.5 Local Start Time (s) 17.5 31.5 6.5 61.5 17.5 31.5 61.5 76.5 Local Yield (s) 27.5 55 10.5 0 27.5 55 72.5 10.5 Local Yield 170(s) 27.5 55 10.5 128 27.5 55 72.5 0.5 Intersection Summary Cycle Length 140 Control Type Actuated-Coordinated Natural Cycle 140 Offset: 115 (82%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 3: Strauss Cabin & Harmony Queues Long Total PM 3: Strauss Cabin & Harmony Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 71 2893 194 143 1883 276 291 61 158 194 56 46 v/c Ratio 0.47 0.83 0.12 1.17 0.56 0.17 1.08 0.42 0.10 0.72 0.39 0.03 Control Delay 70.6 20.4 0.2 191.0 15.2 0.2 137.0 69.4 0.1 78.6 68.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.6 20.4 0.2 191.0 15.2 0.2 137.0 69.4 0.1 78.6 68.1 0.0 Queue Length 50th (ft) 63 701 0 ~79 345 0 ~152 54 0 90 49 0 Queue Length 95th (ft) 112 838 0 #153 455 0 #248 100 0 #140 93 0 Internal Link Dist (ft) 946 769 644 540 Turn Bay Length (ft) 250 430 400 180 280 200 160 75 Base Capacity (vph) 166 3471 1583 122 3388 1583 269 326 1583 269 326 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.43 0.83 0.12 1.17 0.56 0.17 1.08 0.19 0.10 0.72 0.17 0.03 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Total AM 11: Strauss Cabin & Wyatt Apartments North Access/Multi-Family Access Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 15 0 0 50 0 425 15 0 435 20 Future Vol, veh/h 0 0 15 0 0 50 0 425 15 0 435 20 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 - - 0 - - 0 -----0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 0 16 0 0 53 0 447 16 0 458 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 458 - - 455 - 0 0 - - 0 Stage 1 - ----------- Stage 2 - ----------- Critical Hdwy - - 6.22 - - 6.22 ------ Critical Hdwy Stg 1 - ----------- Critical Hdwy Stg 2 - ----------- Follow-up Hdwy - - 3.318 - - 3.318 ------ Pot Cap-1 Maneuver 0 0 603 0 0 605 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 603 - - 605 ------ Mov Cap-2 Maneuver - ----------- Stage 1 - ----------- Stage 2 - ----------- Approach EB WB NB SB HCM Control Delay, s 11.1 11.5 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 603 605 - - HCM Lane V/C Ratio - - 0.026 0.087 - - HCM Control Delay (s) - - 11.1 11.5 - - HCM Lane LOS - - B B - - HCM 95th %tile Q(veh) - - 0.1 0.3 - - HCM 6th TWSC Long Total PM 11: Strauss Cabin & Wyatt Apartments North Access/Multi-Family Access Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn 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 0 0 10 0 0 70 0 425 20 0 305 80 Future Vol, veh/h 0 0 10 0 0 70 0 425 20 0 305 80 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 - - 0 - - 0 -----0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 0 11 0 0 74 0 447 21 0 321 84 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 321 - - 458 - 0 0 - - 0 Stage 1 - ----------- Stage 2 - ----------- Critical Hdwy - - 6.22 - - 6.22 ------ Critical Hdwy Stg 1 - ----------- Critical Hdwy Stg 2 - ----------- Follow-up Hdwy - - 3.318 - - 3.318 ------ Pot Cap-1 Maneuver 0 0 720 0 0 603 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 720 - - 603 ------ Mov Cap-2 Maneuver - ----------- Stage 1 - ----------- Stage 2 - ----------- Approach EB WB NB SB HCM Control Delay, s 10.1 11.8 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 720 603 - - HCM Lane V/C Ratio - - 0.015 0.122 - - HCM Control Delay (s) - - 10.1 11.8 - - HCM Lane LOS - - B B - - HCM 95th %tile Q(veh) - - 0 0.4 - - HCM 6th TWSC Long Total AM 13: Strauss Cabin & Wyatt Apartments South Access/Access A Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 115 0 15 30 0 20 10 305 25 175 265 10 Future Vol, veh/h 115 0 15 30 0 20 10 305 25 175 265 10 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 - ---- 100 200-- 150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 121 0 16 32 0 21 11 321 26 184 279 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1020 1022 285 1017 1014 334 290 0 0 347 0 0 Stage 1 653 653 - 356 356 ------- Stage 2 367 369 - 661 658 ------- 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 215 236 754 216 239 708 1272 - - 1212 - - Stage 1 456 464 - 661 629 ------- Stage 2 653 621 - 452 461 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 183 198 754 186 201 708 1272 - - 1212 - - Mov Cap-2 Maneuver 183 198 - 186 201 ------- Stage 1 452 393 - 655 623 ------- Stage 2 628 615 - 375 391 ------- Approach EB WB NB SB HCM Control Delay, s 54.3 21.1 0.2 3.3 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1272 - - 201 186 708 1212 - - HCM Lane V/C Ratio 0.008 - - 0.681 0.17 0.03 0.152 - - HCM Control Delay (s) 7.9 - - 54.3 28.3 10.2 8.5 - - HCM Lane LOS A - - F D B A - - HCM 95th %tile Q(veh) 0 - - 4.2 0.6 0.1 0.5 - - HCM 6th TWSC Long Total PM 13: Strauss Cabin & Wyatt Apartments South Access/Access A Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 60 0 5 55 0 115 30 270 5 55 225 35 Future Vol, veh/h 60 0 5 55 0 115 30 270 5 55 225 35 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - ---- 100 200-- 150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 63 0 5 58 0 121 32 284 5 58 237 37 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 783 725 256 725 741 287 274 0 0 289 0 0 Stage 1 372 372 - 351 351 ------- Stage 2 411 353 - 374 390 ------- 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 311 352 783 340 344 752 1289 - - 1273 - - Stage 1 648 619 - 666 632 ------- Stage 2 618 631 - 647 608 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 247 327 783 320 320 752 1289 - - 1273 - - Mov Cap-2 Maneuver 247 327 - 320 320 ------- Stage 1 632 591 - 649 616 ------- Stage 2 506 615 - 613 580 ------- Approach EB WB NB SB HCM Control Delay, s 23.6 13.3 0.8 1.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1289 - - 261 320 752 1273 - - HCM Lane V/C Ratio 0.024 - - 0.262 0.181 0.161 0.045 - - HCM Control Delay (s) 7.9 - - 23.6 18.7 10.7 8 - - HCM Lane LOS A - - C C B A - - HCM 95th %tile Q(veh) 0.1 - - 1 0.7 0.6 0.1 - - HCM 6th TWSC Long Total AM 19: Strauss Cabin & 3/4 Access Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 15 325 25 75 235 Future Vol, veh/h 0 15 325 25 75 235 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 16 342 26 79 247 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 355 0 0 368 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 689 - - 1191 - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 689 - - 1191 - Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach WB NB SB HCM Control Delay, s 10.3 0 2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 689 1191 - HCM Lane V/C Ratio - - 0.023 0.066 - HCM Control Delay (s) - - 10.3 8.2 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0.2 - HCM 6th TWSC Long Total PM 19: Strauss Cabin & 3/4 Access Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 80 225 5 15 270 Future Vol, veh/h 0 80 225 5 15 270 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 84 237 5 16 284 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 240 0 0 242 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 799 - - 1324 - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 799 - - 1324 - Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach WB NB SB HCM Control Delay, s 10 0 0.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 799 1324 - HCM Lane V/C Ratio - - 0.105 0.012 - HCM Control Delay (s) - - 10 7.8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.4 0 - HCM 6th TWSC Long Total AM 17: Strauss Cabin & Access B Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 345 35 20 215 Future Vol, veh/h 5 5 345 35 20 215 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 5 363 37 21 226 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 650 382 0 0 400 0 Stage 1 382 ----- Stage 2 268 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 434 665 - - 1159 - Stage 1 690 ----- Stage 2 777 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 426 665 - - 1159 - Mov Cap-2 Maneuver 426 ----- Stage 1 690 ----- Stage 2 763 ----- Approach WB NB SB HCM Control Delay, s 12.1 0 0.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 519 1159 - HCM Lane V/C Ratio - - 0.02 0.018 - HCM Control Delay (s) - - 12.1 8.2 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0.1 - HCM 6th TWSC Long Total PM 17: Strauss Cabin & Access B Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 45 20 210 10 5 265 Future Vol, veh/h 45 20 210 10 5 265 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 47 21 221 11 5 279 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 516 227 0 0 232 0 Stage 1 227 ----- Stage 2 289 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 519 812 - - 1336 - Stage 1 811 ----- Stage 2 760 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 517 812 - - 1336 - Mov Cap-2 Maneuver 517 ----- Stage 1 811 ----- Stage 2 757 ----- Approach WB NB SB HCM Control Delay, s 12 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 582 1336 - HCM Lane V/C Ratio - - 0.118 0.004 - HCM Control Delay (s) - - 12 7.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.4 0 - HCM 6th TWSC Long Total AM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 60 20 70 320 175 45 Future Vol, veh/h 60 20 70 320 175 45 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 0 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 63 21 74 337 184 47 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 693 208 231 0 - 0 Stage 1 208 ----- Stage 2 485 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 409 832 1337 - - - Stage 1 827 ----- Stage 2 619 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 387 832 1337 - - - Mov Cap-2 Maneuver 387 ----- Stage 1 782 ----- Stage 2 619 ----- Approach EB NB SB HCM Control Delay, s 14.4 1.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1337 - 387 832 - - HCM Lane V/C Ratio 0.055 - 0.163 0.025 - - HCM Control Delay (s) 7.8 - 16.1 9.4 - - HCM Lane LOS A - C A - - HCM 95th %tile Q(veh) 0.2 - 0.6 0.1 - - HCM 6th TWSC Long Total PM 6: Strauss Cabin & Rock Creek Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 40 55 40 180 245 65 Future Vol, veh/h 40 55 40 180 245 65 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 110 0 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 42 58 42 189 258 68 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 565 292 326 0 - 0 Stage 1 292 ----- Stage 2 273 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 486 747 1234 - - - Stage 1 758 ----- Stage 2 773 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 469 747 1234 - - - Mov Cap-2 Maneuver 469 ----- Stage 1 732 ----- Stage 2 773 ----- Approach EB NB SB HCM Control Delay, s 11.5 1.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1234 - 469 747 - - HCM Lane V/C Ratio 0.034 - 0.09 0.078 - - HCM Control Delay (s) 8 - 13.4 10.2 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0.1 - 0.3 0.3 - - HCM 6th Roundabout Long Total AM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report lt am rndabt.syn Intersection Intersection Delay, s/veh 12.9 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 573 890 94 222 Demand Flow Rate, veh/h 585 908 97 226 Vehicles Circulating, veh/h 162 161 693 720 Vehicles Exiting, veh/h 784 629 54 349 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.7 16.9 7.0 10.1 Approach LOS A C A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 585 908 97 226 Cap Entry Lane, veh/h 1170 1171 681 662 Entry HV Adj Factor 0.979 0.980 0.974 0.981 Flow Entry, veh/h 573 890 94 222 Cap Entry, veh/h 1145 1148 663 649 V/C Ratio 0.500 0.775 0.143 0.341 Control Delay, s/veh 8.7 16.9 7.0 10.1 LOS A C A B 95th %tile Queue, veh 3802 Lanes and Geometrics Long Total AM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report lt am rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 250 20 250 150 0 150 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.966 0.963 0.955 Flt Protected 0.992 0.999 0.978 0.971 Satd. Flow (prot) 0 1837 0 0 1798 0 0 1754 0 0 1727 0 Flt Permitted 0.992 0.999 0.978 0.971 Satd. Flow (perm) 0 1837 0 0 1798 0 0 1754 0 0 1727 0 Link Speed (mph) 40 40 45 45 Link Distance (ft) 751 751 1081 1996 Travel Time (s) 12.8 12.8 16.4 30.2 Intersection Summary Area Type: Other HCM 6th Roundabout Long Total PM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report lt pm rndabt.syn Intersection Intersection Delay, s/veh 17.2 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 894 915 64 263 Demand Flow Rate, veh/h 912 934 65 269 Vehicles Circulating, veh/h 210 118 1014 822 Vehicles Exiting, veh/h 881 961 108 230 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 20.3 15.8 9.3 13.4 Approach LOS C C A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 912 934 65 269 Cap Entry Lane, veh/h 1114 1223 491 597 Entry HV Adj Factor 0.981 0.980 0.980 0.979 Flow Entry, veh/h 894 915 64 263 Cap Entry, veh/h 1092 1199 481 584 V/C Ratio 0.819 0.763 0.132 0.451 Control Delay, s/veh 20.3 15.8 9.3 13.4 LOS C C A B 95th %tile Queue, veh 10 8 0 2 Lanes and Geometrics Long Total PM 8: Strauss Cabin & Kechter Roundabout at Kechter/Strauss Cabin Scenario 1 02/06/2020 Synchro 11 Light Report lt pm rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 250 20 250 150 0 150 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.979 0.966 0.957 Flt Protected 0.996 0.999 0.976 0.973 Satd. Flow (prot) 0 1842 0 0 1822 0 0 1756 0 0 1735 0 Flt Permitted 0.996 0.999 0.976 0.973 Satd. Flow (perm) 0 1842 0 0 1822 0 0 1756 0 0 1735 0 Link Speed (mph) 40 40 45 45 Link Distance (ft) 751 751 1081 1996 Travel Time (s) 12.8 12.8 16.4 30.2 Intersection Summary Area Type: Other HCM 6th Signalized Intersection Summary Long Total AM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 85 435 25 10 620 215 40 25 25 125 15 70 Future Volume (veh/h) 85 435 25 10 620 215 40 25 25 125 15 70 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 89 458 0 11 653 107 42 26 5 132 16 15 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 393 984 834 549 984 834 449 297 57 450 173 162 Arrive On Green 0.53 0.53 0.00 0.53 0.53 0.53 0.19 0.19 0.17 0.19 0.19 0.17 Sat Flow, veh/h 706 1870 1585 934 1870 1585 1378 1524 293 1378 888 833 Grp Volume(v), veh/h 89 458 0 11 653 107 42 0 31 132 0 31 Grp Sat Flow(s),veh/h/ln 706 1870 1585 934 1870 1585 1378 0 1818 1378 0 1721 Q Serve(g_s), s 3.8 5.5 0.0 0.3 9.1 1.2 0.9 0.0 0.5 3.1 0.0 0.5 Cycle Q Clear(g_c), s 12.9 5.5 0.0 5.8 9.1 1.2 1.5 0.0 0.5 3.6 0.0 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.16 1.00 0.48 Lane Grp Cap(c), veh/h 393 984 834 549 984 834 449 0 354 450 0 335 V/C Ratio(X) 0.23 0.47 0.00 0.02 0.66 0.13 0.09 0.00 0.09 0.29 0.00 0.09 Avail Cap(c_a), veh/h 633 1620 1373 866 1620 1373 912 0 965 914 0 913 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.9 5.3 0.0 7.1 6.2 4.3 12.4 0.0 11.9 13.3 0.0 12.0 Incr Delay (d2), s/veh 0.3 0.3 0.0 0.0 0.8 0.1 0.1 0.0 0.1 0.4 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.9 0.0 0.0 1.6 0.2 0.2 0.0 0.2 0.7 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.1 5.7 0.0 7.1 7.0 4.4 12.5 0.0 12.0 13.7 0.0 12.1 LnGrp LOS BAAAAABABBAB Approach Vol, veh/h 547 771 73 163 Approach Delay, s/veh 6.6 6.6 12.3 13.4 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 23.8 12.0 23.8 12.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 18.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 14.9 5.6 11.1 3.5 Green Ext Time (p_c), s 3.0 0.4 4.4 0.1 Intersection Summary HCM 6th Ctrl Delay 7.6 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 36 24 36 24 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 36 0 36 End Time (s) 36 0 36 0 Yield/Force Off (s) 30 54 30 54 Yield/Force Off 170(s) 19 54 19 54 Local Start Time (s) 0 36 0 36 Local Yield (s) 30 54 30 54 Local Yield 170(s) 19 54 19 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 55 Splits and Phases: 8: Strauss Cabin & Kechter Queues Long Total AM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lt am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 89 458 26 11 653 226 42 52 132 90 v/c Ratio 0.34 0.49 0.03 0.03 0.70 0.25 0.13 0.11 0.39 0.19 Control Delay 11.0 9.3 1.0 6.0 13.2 1.9 15.7 10.3 19.1 7.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.0 9.3 1.0 6.0 13.2 1.9 15.7 10.3 19.1 7.2 Queue Length 50th (ft) 11 63 0 1 104 0 8 5 27 3 Queue Length 95th (ft) 43 146 4 7 240 24 30 27 76 31 Internal Link Dist (ft) 671 671 1001 1916 Turn Bay Length (ft) 215 250 20 250 150 150 Base Capacity (vph) 392 1382 1189 621 1382 1233 603 812 624 797 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.23 0.33 0.02 0.02 0.47 0.18 0.07 0.06 0.21 0.11 Intersection Summary HCM 6th Signalized Intersection Summary Long Total PM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 740 45 25 710 135 30 15 15 140 30 80 Future Volume (veh/h) 65 740 45 25 710 135 30 15 15 140 30 80 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 68 779 20 26 747 71 32 16 3 147 32 18 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 360 1055 894 349 1055 894 402 291 55 430 214 120 Arrive On Green 0.56 0.56 0.56 0.56 0.56 0.56 0.19 0.19 0.17 0.19 0.19 0.17 Sat Flow, veh/h 668 1870 1585 680 1870 1585 1355 1532 287 1393 1124 632 Grp Volume(v), veh/h 68 779 20 26 747 71 32 0 19 147 0 50 Grp Sat Flow(s),veh/h/ln 668 1870 1585 680 1870 1585 1355 0 1819 1393 0 1757 Q Serve(g_s), s 3.3 12.6 0.2 1.2 11.8 0.8 0.8 0.0 0.3 3.9 0.0 1.0 Cycle Q Clear(g_c), s 15.1 12.6 0.2 13.9 11.8 0.8 1.8 0.0 0.3 4.3 0.0 1.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.16 1.00 0.36 Lane Grp Cap(c), veh/h 360 1055 894 349 1055 894 402 0 346 430 0 334 V/C Ratio(X) 0.19 0.74 0.02 0.07 0.71 0.08 0.08 0.00 0.05 0.34 0.00 0.15 Avail Cap(c_a), veh/h 493 1427 1209 484 1427 1209 778 0 850 817 0 821 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 11.9 6.6 3.9 11.8 6.4 4.0 14.5 0.0 13.5 15.2 0.0 13.9 Incr Delay (d2), s/veh 0.3 1.4 0.0 0.1 1.0 0.0 0.1 0.0 0.1 0.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 2.5 0.0 0.1 2.3 0.1 0.2 0.0 0.1 1.0 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.2 8.0 3.9 11.9 7.5 4.1 14.6 0.0 13.6 15.7 0.0 14.1 LnGrp LOS BAABAABABBAB Approach Vol, veh/h 867 844 51 197 Approach Delay, s/veh 8.2 7.3 14.2 15.3 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 27.9 12.7 27.9 12.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 18.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 17.1 6.3 15.9 3.8 Green Ext Time (p_c), s 4.8 0.4 4.6 0.1 Intersection Summary HCM 6th Ctrl Delay 8.7 HCM 6th LOS A Timing Report, Sorted By Phase Long Total PM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 36 24 36 24 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 36 0 36 End Time (s) 36 0 36 0 Yield/Force Off (s) 30 54 30 54 Yield/Force Off 170(s) 19 54 19 54 Local Start Time (s) 0 36 0 36 Local Yield (s) 30 54 30 54 Local Yield 170(s) 19 54 19 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 8: Strauss Cabin & Kechter Queues Long Total PM 8: Strauss Cabin & Kechter Scenario 1 02/06/2020 Synchro 11 Light Report lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 68 779 47 26 747 142 32 32 147 116 v/c Ratio 0.30 0.79 0.05 0.13 0.75 0.16 0.10 0.07 0.43 0.25 Control Delay 11.3 16.7 2.2 8.2 15.2 2.0 16.2 11.2 21.1 8.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.3 16.7 2.2 8.2 15.2 2.0 16.2 11.2 21.1 8.3 Queue Length 50th (ft) 9 147 0 3 137 0 8 4 38 7 Queue Length 95th (ft) 37 #363 10 16 312 20 25 20 83 39 Internal Link Dist (ft) 671 671 1001 1916 Turn Bay Length (ft) 215 250 20 250 150 150 Base Capacity (vph) 287 1275 1100 257 1275 1128 532 732 575 745 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.24 0.61 0.04 0.10 0.59 0.13 0.06 0.04 0.26 0.16 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. APPENDIX I Harmony Strauss Cabin Creek Multi-Family Access Rock SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Harmony 25 Multi-Family TIS, February 2020 300 400 500 600 SB AM 124 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1463 VPH SB PM 143 VPH AM 1150 VPH 300 400 500 600 SB AM 108 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1447 VPH SB PM 133 VPH AM 1144 VPH 400 500 600 SB AM 79 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 1304 VPH SB PM 114 VPH AM 1034 VPH 175/55 265/225 10/35 115/60 NOM 15/5 Wyatt Apartments South Access 20/80 435/305 Wyatt Apartments 15/10 North Access Access B 345/210 35/10 5/20 5/45 3/4 Access 325/225 25/5 15/80 4/15 218/117 7/20 21/59 105/151 20/78 Strauss Cabin