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HomeMy WebLinkAboutHTP MEDICAL OFFICE BUILDINGS - PDP200021 - - TRAFFIC STUDY HTP MEDICAL OFFICES TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO NOVEMBER 2020 Prepared for: MAVD 2723 South State Street, Suite 250 Ann Arbor, MI 48104 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #2072 DELICH HTP Medical Offices TIS, November 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 .................................................................................................... 10 Bicycle Facilities ............................................................................................................ 10 Transit Facilities ............................................................................................................ 10 III. PROPOSED DEVELOPMENT ............................................................................... 11 Trip Generation ............................................................................................................. 11 Trip Distribution ............................................................................................................. 11 Background Traffic Projections ..................................................................................... 14 Trip Assignment/Total Traffic ........................................................................................ 14 Signal Warrants ............................................................................................................. 14 Geometry ...................................................................................................................... 14 Operation Analysis ........................................................................................................ 20 Pedestrian Level of Service ........................................................................................... 25 Bicycle Level of Service ................................................................................................ 29 Transit Level of Service ................................................................................................. 29 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 30 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2025) Background Peak Hour Operation .......................................... 23 4. Long Range (2040) Background Peak Hour Operation ........................................... 24 5. Short Range (2025) Total Peak Hour Operation ..................................................... 26 6. Long Range (2040) Total Peak Hour Operation ...................................................... 28 DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Adjusted Recent Peak Hour Traffic ........................................................................... 7 5. Site Plan .................................................................................................................. 12 6. Trip Distribution ....................................................................................................... 13 7. Short Range (2025) Background Peak Hour Traffic ................................................ 15 8. Long Range (2040) Background Peak Hour Traffic................................................. 16 9. Site Generated Peak Hour Traffic ........................................................................... 17 10. Short Range (2025) Total Peak Hour Traffic ........................................................... 18 11. Long Range (2040) Total Peak Hour Traffic ............................................................ 19 12. Short Range (2025) Geometry ................................................................................ 21 13. Long Range (2040) Geometry ................................................................................. 22 APP ENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2025) Background Peak Hour Operation E. Long Range (2040) Background Peak Hour Operation F. Short Range (2025) Total Peak Hour Operation G. Long Range (2040) total Peak Hour Operation H. Pedestrian/Bicycle Level of Service DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Harmony Tech Park (HTP) Medical Offices. The HTP Medical Offices site is located in the southwest quadrant of the Harmony/Lady Moon intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (MAVD), the project engineer (Aspen Engineering), 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 HTP Medical Offices. 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 HTP Medical Offices TIS, November 2020 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the HTP Medical Offices 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 HTP Medical Offices site are Harmony Road, Lady Moon Drive, Technology Parkway, and Timberwood Drive. The existing geometry at the Harmony/Technology-HP West, Harmony/Lady Moon-HP East, Lady Moon/ Timberwood-Banner Access, and Timberwood/Retail Access intersections is shown in Figure 2. Harmony Road is to the north of the HTP Medical Offices 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/Technology-HP West intersection, Harmony Road has eastbound and westbound left-turn lanes, three through lanes in each direction, and an eastbound right-turn lane. The Harmony/Technology-HP West intersection has stop sign control on Technology Parkway and HP West. This intersection is a ¾ movement intersection allowing right-in/right-out/left-in turning movements. At the Harmony/Lady Moon intersection, Harmony Road has eastbound and westbound left-turn lanes, three through lanes in each direction, and eastbound and westbound right-turn lanes. The Harmony/Lady Moon intersection has signal control. The existing speed limit in this area is 55 mph. Lady Moon Drive is to the east of (adjacent to) the HTP Medical Offices site. On the Fort Collins Master Street Plan, it is a north-south street designated as a collector street south of Harmony Road. South of Harmony Road, Lady Moon Drive has a two- lane cross section with center lane and bicycle lanes. At the Harmony/Lady Moon intersection, Lady Moon Drive has northbound and southbound left-turn lanes, one through lane in each direction, and a northbound right-turn lane. At the Lady Moon/Timberwood-Banner Access intersection, Lady Moon Drive has a northbound two-way continuous left-turn lane, a southbound left-turn lane, one through lane in each direction, and a southbound right-turn lane. The Lady Moon/Timberwood-Banner Access intersection has stop sign control on Timberwood Drive and the Banner Access. The existing speed limit in this area is 30 mph. Harmony Strauss CabinKechter Rock Creek ZieglerTimberwood Lady MoonPrecision Le Fever CinquefoilFossil Ridge High School Timberwood TechnologySCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 4 Harmony HPEastHPWestTechnologyLadyMoonRetailAccessBanner Timberwood STOPSTOPSTOP STOP STOP - Denotes Lane _ Two-way Continuous Left-turn Lane DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 5 Technology Parkway is to the west of the HTP Medical Offices site. Technology Parkway is a north-south street designated as a collector street on the Fort Collins Master Street Plan. Currently, Technology Parkway has a two-lane cross section with center lane south of Harmony Road. At the Harmony/Technology-HP West intersection, Technology Parkway has a northbound right-turn lane. The existing speed limit in this area is 25 mph. Timberwood Drive is to the north of (adjacent to) the HTP Medical Offices site. Kechter Road is an east-west street designated as a local street on the Fort Collins Master Street Plan. Currently, Timberwood Drive has a two-lane cross section with no center lane. At the Lady Moon/Timberwood-Banner Access intersection, Timberwood Drive-Banner Access has combined eastbound and westbound left-turn/through lanes and eastbound and westbound right-turn lanes. The existing speed limit in this area is 25 mph. Existing Traffic Figure 3 shows recent morning and afternoon peak hour traffic counts at the Harmony/Technology-HP West, Harmony/Lady Moon-HP East, Lady Moon/ Timberwood-Banner Access, and Timberwood/Retail Access intersections. Recent morning and afternoon count data at the Harmony/Technology-HP West, Lady Moon/ Timberwood-Banner Access, and Timberwood/Retail Access intersections was obtained in October 2020. The counts at the Harmony/Lady Moon-HP East intersection were obtained by the City of Fort Collins in November 2017. Raw count data is provided in Appendix B. Since the counts were performed during different years and considering the current COVID 19 pandemic, the volumes between the key intersections were adjusted and are shown in Figure 4. Based upon historic (2016) and recent (2020) traffic counts at the Harmony/Technology-HP West intersection, it was concluded that the COVID 19 pandemic had a significant impact. Existing Operation Using the volumes shown in Figure 4, the Harmony/Technology-HP West, Harmony/Lady Moon-HP East, Lady Moon/Timberwood-Banner Access, and Timberwood/Retail Access 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/ AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 6 Harmony HPEast81/11052/572/1091556/2235 62/1253/1972/670/5110/4 178/23 2156/2009 150/129HPWest2/3415/4 1973/1814 30/10 34/5 1212/2264 22/16 TechnologyLadyMoon1/559/17757/1519/26 0/1 4/3 14/8114/11016/14/14 0/2 0/9RetailAccess Banner Timberwood 1/217/2510/125/38/6 6/53/22 AM/PM ADJUSTED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 7 Harmony HPEast83/11352/574/1121602/2302 64/1293/1972/673/5110/4 178/23 2220/2069 154/133HPWest12/13452/7 2224/2362 30/10 173/21 1673/2413 53/41 TechnologyLadyMoon1/5132/28457/1519/26 NOM 8/6 16/11171/15016/44/14 NOM 5/12RetailAccess Banner Timberwood 1/221/2712/135/38/6 6/53/22 DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Harmony/Technology-HP West (RT-in/RT-out/LT-in) NB RT C E (40.6 secs) SB RT D F (185.1 secs) EB LT F (871.6 secs) F (96.2 secs) WB LT E (37.2 secs) F (86.1 secs) OVERALL E (36.1 secs) A Harmony/Lady Moon (signal) (existing signal timing) EB LT E (57.9 secs) E (62.1 secs) EB T B C EB RT A A EB APPROACH B C WB LT D F (117.4 secs) WB T A B WB RT A A WB APPROACH B B NB LT D D NB T D D NB RT D D NB APPROACH D D SB LT D D SB T/RT D F (86.7 secs) SB APPROACH D E (76.8 secs) OVERALL B C Harmony/Lady Moon (signal) (adjusted signal timing) EB LT N/A E (62.1 secs) EB T C EB RT A EB APPROACH C WB LT E (75.5 secs) WB T B WB RT A WB APPROACH B NB LT D NB T D NB RT D NB APPROACH D SB LT D SB T/RT E (74.4 secs) SB APPROACH E (67.1 secs) OVERALL C Continued on next page DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 9 Continued from previous page TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Lady Moon/Timberwood- Banner Access (stop sign) EB LT/T B B EB RT A A EB APPROACH B B WB LT/T B B WB RT A A WB APPROACH B B NB LT A A SB LT A A OVERALL A A Timberwood/Retail Access (stop sign) SB LT/RT A A EB LT/T A A OVERALL A A DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 10 collector or local stop sign controlled intersections is level of service F or better for any approach leg. The afternoon signal timing at the Harmony/Lady Moon intersection was adjusted giving more green time to the westbound left turns and more green time to the southbound leg. With the adjusted timing, the key intersections meet the Fort Collins operational criteria during the peak hours. At the Harmony/Technology-HP West intersection during the morning peak hour, the SYNCHRO software limits the capacity of the eastbound left turns to 71 vehicles. Since the recent traffic uses volumes from older counts, it is not known whether there is an operational issue for these eastbound left turns. This over capacity of the eastbound left turns has skewed the results of the overall operation of this intersection. Pedestrian Facilities There are sidewalks along both sides of Harmony Road, Lady Moon Drive, Technology Parkway, and the north side of Timberwood Drive. Bicycle Facilities Bicycle lanes exist on both sides of Harmony Road, Lady Moon Drive, Technology Parkway, and Timberwood Drive. Transit Facilities Currently, Transfort Route 16 operates along Harmony Road. There are no other Transfort facilities in this area of Fort Collins. DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 11 III. PROPOSED DEVELOPMENT Figure 5 shows the site plan of the HTP Medical Offices site. The HTP Medical Offices will consist of a total of 81,000 square feet in two buildings. The western building will be approximately 48,600 square feet and the eastern building will be approximately 32,400 square feet. There will be one full-movement access to/from Lady Moon Drive and one full-movement access to/from Timberwood Drive with the construction of the HTP Medical Offices. The access on Timberline Drive will line up with the existing Retail Access. The short range analysis (Year 2025) includes development of the HTP Medical Offices and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The long range future is considered to be the year 2040. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 10th Edition, ITE was used to estimate 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 HTP Medical Offices. With development of the HTP Medical Offices, the site will generate approximately 3,024 weekday vehicle trip ends, 185 morning peak hour vehicle trip ends, and 273 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 720 Medical Office 81.0 KSF EQ 3024 EQ 144 EQ 41 EQ 76 EQ 197 Trip Distribution Directional distribution of the generated trips was determined for the HTP Medical Offices site. Figure 6 shows the vehicle trip distribution used for the HTP Medical Offices site. The trip distribution was discussed and agreed to in the scoping exercise. SCALE: 1"=100' SITE PLAN Figure 5 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 12 Timberwood Drive Lady Moon DriveSite AccessSite Access Harmony Lady MoonPrecision Le Fever CinquefoilTimberwoodTechnology60%25%15%SCALE: 1"=400' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 13 DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 14 Background Traffic Projections Figure 7 shows the short range (2025) background morning and afternoon peak hour vehicle traffic projections at the Harmony/Technology-HP West, Harmony/Lady Moon-HP East, Lady Moon/Timberwood-Banner Access, and Timberwood/Retail Access intersections. Short range (2025) background traffic forecasts were developed by factoring the existing traffic on Harmony Road by one percent per year and factoring existing traffic on all other streets by two percent per year. In addition to this, the site traffic from the remaining vacant space in the retail parcel to the north was added to the short range (2025) background projections. The long range (2040) future forecasts included full built out of the HTP area. Figure 8 shows the long range (2040) background peak hour traffic at the key intersections. Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Using the trip distribution shown in Figure 6, Figure 9 shows the assignment of the site generated peak hour traffic. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the key intersections. Figures 10 and 11 show the short range (2025) 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/Lady Moon intersection is currently signalized. For the roads in the vicinity of the HTP Medical Offices 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. Since the Harmony/Technology intersection is analyzed as a ¾ movement intersection, it does not meet the criteria for signalization. The other stop sign controlled do not meet the signal criteria of the City of Fort Collins. Geometry The following geometric evaluations utilize the short range (2025) total peak hour traffic forecasts (Figure 10) and the long range (2040) total peak hour traffic forecasts (Figure 11). AM/PM SHORT RANGE (2025) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 15 Harmony HPEast139/16452/5113/1351650/2421 101/1333/1972/673/5110/4 178/23 2278/2137 169/146HPWest12/13452/7 2335/2480 33/11 173/21 1757/2534 72/74 TechnologyLadyMoon29/26150/27863/1770/98 NOM 17/20 44/35214/15118/55/15 NOM 6/13RetailAccess Banner Timberwood 8/1031/4634/2339/3844/3356/724/24 LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 16 Harmony HPEast180/23050/5145/1751765/2740 130/1755/2005/655/160120/10 180/25 2585/2430 220/190HPWest15/13555/10 2670/2835 45/15 175/25 2010/2895 95/95 TechnologyLadyMoon40/35195/34090/2570/115 30/15 20/25 75/45255/19545/2520/40 10/35 35/45RetailAccess Banner Timberwood 20/3030/4535/2590/9045/3590/1105/30AM/PM Rounded to Nearest 5 Vehicles AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 17 Harmony HPEastHPWestTechnologyLadyMoonRetailAccessBanner Timberwood SiteAccess17/105/215/72/620/100 4/24 Site Access 24/11810/4813/7 36/192359/2598 13/7 74/39 5/220/10034/1915/714/66 2/6 74/39 39/21 0/016/72 AM/PM SHORT RANGE (2025) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 18 Harmony HPEastHPWestTechnologyLadyMoon63/45165/28563/1784/164 NOM 19/26 49/37234/25118/55/15 NOM 6/13RetailAccess Banner 0/0NOM16/7234/2339/3839/218/10NOM31/4644/3356/7274/39 Timberwood SiteAccess17/10281/19315/7175/31720/100 4/24 Site Access 163/28252/5123/1831650/2421 114/1403/1972/673/5110/4 178/23 2278/2137 205/16512/13452/7 2359/2598 33/11 173/21 1770/2541 146/113 4/24 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 19 Harmony HPEastHPWestTechnologyLadyMoonRetailAccessBanner 5/5NOM15/7035/2590/9040/2020/30NOM30/4545/3590/11075/40 Timberwood SiteAccess15/10380/26515/10250/41020/100 5/25 Site Access AM/PM Rounded to Nearest 5 Vehicles 205/35050/5155/2251765/2740 145/1855/2005/655/160120/10 180/25 2585/2430 255/210 75/55210/34590/2585/185 30/15 20/30 80/45275/29545/2520/40 10/35 35/4515/13555/10 2695/2955 45/15 175/25 2025/2905 170/135 5/30 DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 20 The short range (2025) geometry is shown in Figure 12. Geometry at the Harmony/Technology and Lady Moon/Timberwood-Banner Access intersections can remain as it exists today. The Timberwood/Retail-Site Access intersection does not require any auxiliary lanes. At the Harmony/Lady Moon intersection, the operations analyses show that northbound dual left-turn lanes will likely be required in the short range (2025) future. This is especially true since it is desired that the Harmony/ Technology intersection remain as a stop sign controlled intersection. Dual northbound left-turn lanes can be accomplished by combining the through lane with the right-turn lane. The long range (2040) geometry is shown in Figure 13. Much of the verbiage related to the short range (2025) geometry is applicable in the long range (2040) future. At the Harmony/Lady Moon intersection, there may be the need for dual westbound left- turn lanes from an operational perspective. Implementation of the dual left-turn lanes would require widening Lady Moon Drive to have two receiving lanes. Operation Analysis Operation analyses were performed at the Harmony/Technology-HP West, Harmony/Lady Moon-HP East, Lady Moon/Timberwood-Banner Access, and Timberwood/Retail-Site Access intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2025 condition, and for the long range analysis, reflecting a year 2040 condition. Under the short range (2025) 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. The long range (2040) analyses are provided for informational and planning purposes. Using the short range (2025) background morning and afternoon peak hour traffic volumes, the Harmony/Technology-HP West, Harmony/Lady Moon-HP East, Lady Moon/Timberwood-Banner Access, and Timberwood/Retail Access intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. As with the existing traffic analysis, the afternoon signal timing at the Harmony/Lady Moon intersection was adjusted giving more green time to the westbound left turns and more green time to the southbound leg. With the adjusted timing, the key intersections meet the Fort Collins operational criteria during the peak hours. At the Harmony/Technology-HP West intersection during the morning peak hour, the SYNCHRO software limits the capacity of the eastbound left turns to 68 vehicles. It is not known whether there will actually be an operational issue for these eastbound left turns. This over capacity of the eastbound left turns has skewed the results of the overall operation of this intersection. 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 E. Under the long range (2040) background traffic condition, the Harmony/Lady Moon intersection was analyzed with signal control and minimal geometric improvements in order to meet the Fort Collins operational criteria. SHORT RANGE (2025) GEOMETRY Figure 12 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 21 Harmony HPEastHPWestTechnologyLadyMoonRetailAccessBanner Timberwood SiteAccessSite Access STOP STOP STOPSTOPSTOP - Denotes Lane _ Two-way Continuous Left-turn Lane STOPSTOP LONG RANGE (2040) GEOMETRY Figure 13 DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Page 22 Harmony HPEastHPWestTechnologyLadyMoonRetailAccessBanner Timberwood SiteAccessSite Access STOP STOP STOPSTOPSTOP - Denotes Lane _ Two-way Continuous Left-turn Lane STOPSTOP DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 23 TABLE 3 Short Range (2025) Background Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Harmony/Technology-HP West (RT-in/RT-out/LT-in) NB RT C E (41.3 secs) SB RT D F (176.4 secs) EB LT F (889.8 secs) F (96.5 secs) WB LT E (40.3 secs) F (93.0 secs) OVERALL E (35.1 secs) A Harmony/Lady Moon (signal) EB LT E (57.9 secs) E (62.1 secs) EB T B D EB RT A A EB APPROACH B D WB LT D E (75.0 secs) WB T A B WB RT A A WB APPROACH B B NB LT D E (71.6 secs) NB T D D NB RT D D NB APPROACH D E (70.6 secs) SB LT D D SB T/RT D E (74.4 secs) SB APPROACH D E (67.1 secs) OVERALL B C Lady Moon/Timberwood- Banner Access (stop sign) EB LT/T C C EB RT A B EB APPROACH C C WB LT/T C B WB RT A A WB APPROACH B B NB LT A A SB LT A A OVERALL A A Timberwood/Retail Access (stop sign) SB LT/RT B B EB LT/T A A OVERALL A A DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 24 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Harmony/Technology-HP West (RT-in/RT -out/LT-in) NB RT C F (56.9 secs) SB RT E (41.8 secs) F (279.6 secs) EB LT F (1362.3 secs) F (172.5 secs) WB LT E (63.6 secs) F (165.0 secs) OVERALL E (47.7 secs) A Harmony/Lady Moon (signal) EB LT E (71.3 secs) E (63.8 secs) EB T C D EB RT A A EB APPROACH C D WB LT D E (79.7 secs) WB T B B WB RT A A WB APPROACH B C NB LT E (56.2 secs) E (60.6 secs) NB T/RT D D NB APPROACH E (55.3 secs) E (58.7 secs) SB LT E (62.8 secs) E (69.1 secs) SB T/RT E (55.8 secs) E (77.1 secs) SB APPROACH E (59.0 secs) E (73.3 secs) OVERALL C C Lady Moon/Timberwood- Banner Access (stop sign) EB LT/T D D EB RT A B EB APPROACH D D WB LT/T D C WB RT B A WB APPROACH C C NB LT A A SB LT A A OVERALL A A Timberwood/Retail Access (stop sign) SB LT/RT B B EB LT/T A A OVERALL A A DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 25 Using the traffic volumes shown in Figure 10, the Harmony/Technology-HP West, Harmony/Lady Moon-HP East, Lady Moon/Timberwood-Banner Access, Timberwood/ Retail-Site Access, and Lady Moon/Site Access intersections operate in the short range (2025) total condition as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The Lady Moon/Timberwood-Banner Access, Timberwood/ Retail-Site Access, and Lady Moon/Site Access intersections will meet the Fort Collins operational criteria during the peak hours. At the Harmony/Lady Moon-HP East intersection, the intersection does not meet the Fort Collins operational criteria with a single northbound left-turn lane during the afternoon peak hour. Therefore, this intersection was analyzed with dual northbound left-turn lanes. The operation is shown in Table 5. Keeping all v/c ratios less than 1.0 will cause the southbound through/right- turn movement to operate at level of service F. However, by allowing the eastbound through movement to run a v/c ratio slightly greater than 1.0, all movements meet the Fort Collins operational criteria with regard to delay. At the Harmony/Technology-HP West intersection during the morning peak hour, the SYNCHRO software limits the capacity of the eastbound left turns to 66 vehicles. It is not known whether there will actually be an operational issue for these eastbound left turns. This over capacity of the eastbound left turns has skewed the results of the overall operation of this intersection. Using the traffic volumes shown in Figure 11, 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 G. The Harmony/Lady Moon intersection was analyzed with both dual northbound left-turn lanes and dual westbound left-turn lanes for operational purposes. Implementation of the dual westbound left-turn lanes would require widening Lady Moon Drive to have two receiving lanes. This intersection should be monitored with regard to operation and the need for additional auxiliary lanes. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of the HTP Medical Offices site. The HTP Medical Offices site is located within an area termed as “other,” which sets the level of service threshold at LOS C for all measured factors. There are four destination areas within 1320 feet of the proposed HTP Medical Offices: 1) the retail/commercial area to the north, 2) the Banner medical facility east of the site, 3) the residential area to the southeast, and 4) the industrial uses to the south. Sidewalks exist along both sides of Harmony Road, Lady Moon Drive, Technology Parkway, and the north side of Timberwood Drive. It is expected that the HTP Medical Offices will construct sidewalks along its frontage of Timberwood Drive, 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 all pedestrian destinations will be acceptable at LOS B, since there is existing sidewalks adjacent to all the destination areas. • Street Crossings – The street crossings to all pedestrian destinations will be acceptable at LOS B, since the widest street crossing is Lady Moon Drive. DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 26 TABLE 5 Short Range (2025) Total Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Harmony/Technology-HP West (RT-in/RT-out/LT-in) NB RT C E (41.7 secs) SB RT D F (219.3 secs) EB LT F (929.1 secs) F (118.0 secs) WB LT E (45.4 secs) F (99.9 secs) OVERALL E (35.7 secs) A Harmony/Lady Moon (signal) (single NB LT lane) EB LT E (57.9 secs) E (62.1 secs) EB T B D EB RT A A EB APPROACH B D WB LT E (55.9 secs) F (149.1 secs) WB T A B WB RT A A WB APPROACH B C NB LT D F (140.0 secs) NB T D D NB RT D D NB APPROACH D F (132.1 secs) SB LT D D SB T/RT D E (74.4 secs) SB APPROACH D E (67.1 secs) OVERALL B D Harmony/Lady Moon (signal) (dual NB LT lanes) EB LT E (57.9 secs) E (67.5 secs) EB T B D EB RT A A EB APPROACH B D WB LT E (57.5 secs) E (77.6 secs) WB T A B WB RT A A WB APPROACH B C NB LT D E (76.7 secs) NB T/RT D D NB APPROACH D E (73.5 secs) SB LT D D SB T/RT D F (86.8 secs) SB APPROACH D E (77.7 secs) OVERALL B D Continued on next page DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 27 Continued from previous page TABLE 5 Short Range (2025) Total Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Harmony/Lady Moon (signal) (dual NB LT lanes & allowing the EB through with v/c ratio > 1.0) EB LT N/A E (67.5 secs) EB T D EB RT A EB APPROACH D WB LT E (73.7 secs) WB T B WB RT A WB APPROACH C NB LT E (76.7 secs) NB T/RT D NB APPROACH E (73.3 secs) SB LT D SB T/RT E (78.9 secs) SB APPROACH E (71.6 secs) OVERALL D Lady Moon/Timberwood- Banner Access (stop sign) EB LT/T C D EB RT A B EB APPROACH C D WB LT/T C C WB RT A A WB APPROACH B B NB LT A A SB LT A A OVERALL A A Timberwood/Retail Access (stop sign) NB LT/T/RT A A SB LT/T/RT B B EB LT/T/RT A A WB LT/T/RT A A OVERALL A A Lady Moon/Site Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 28 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Harmony/Technology-HP West (RT-in/RT-out/LT-in) NB RT C F (57.6 secs) SB RT E (42.6 secs) F (345.7 secs) EB LT F (1399.3 secs) F (219.7 secs) WB LT F (75.4 secs) F (186.6 secs) OVERALL E (48.0 secs) A Harmony/Lady Moon (signal) EB LT E (71.3 secs) E (69.3 secs) EB T C D EB RT A A EB APPROACH C D WB LT D E (75.4 secs) WB T B B WB RT A A WB APPROACH B C NB LT E (55.8 secs) E (78.7 secs) NB T/RT D F (156.3 secs) NB APPROACH D F (110.3 secs) SB LT E (62.8 secs) F (101.9 secs) SB T/RT E (55.8 secs) F (284.7 secs) SB APPROACH E (59.0 secs) F (215.9 secs) OVERALL C D Lady Moon/Timberwood- Banner Access (stop sign) EB LT/T E (44.7 secs) F (107.5 secs) EB RT A B EB APPROACH E (39.5 secs) F (94.9 secs) WB LT/T D D WB RT B B WB APPROACH C C NB LT A A SB LT A A OVERALL A C Timberwood/Retail Access (stop sign) NB LT/T/RT A A SB LT/T/RT B B EB LT/T/RT A A WB LT/T/RT A A OVERALL A A Lady Moon/Site Access (stop sign) EB LT/RT B C NB LT A A OVERALL A A DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 29 • Visual Interest and Amenity – The visual interest and amenity to all pedestrian destinations is acceptable at LOS B, since most of the sidewalks have some landscaped parkways. • Security – The security to all pedestrian destinations is acceptable at LOS B, since the sidewalks are adjacent to residential and commercial land uses. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the HTP Medical Offices: 1) the commercial area north of the site. The bicycle level of service is acceptable. The bicycle LOS W orksheet is provided in Appendix H. Bicycle lanes exist on both sides of Harmony Road, Lady Moon Drive, Technology Parkway, and Timberwood Drive. 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 HTP Medical Offices TIS, November 2020 ASSOCIATES Page 30 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the HTP Medical Offices development on the short range (2025) 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 HTP Medical Offices site is feasible from a traffic engineering standpoint. In the short range (2025) future, with development of the HTP Medical Offices, the site will generate approximately 3,024 weekday vehicle trip ends, 185 morning peak hour vehicle trip ends, and 273 afternoon peak hour vehicle trip ends. • Currently, the key intersections meet the Fort Collins operational criteria during the peak hours. The afternoon signal timing at the Harmony/Lady Moon intersection was adjusted giving more green time to the westbound left turns and more green time to the southbound leg. At the Harmony/Technology-HP West intersection during the morning peak hour, the SYNCHRO software limits the capacity of the eastbound left turns to 71 vehicles. Since the recent traffic uses volumes from older counts, it is not known whether there is an operational issue for these eastbound left turns. This over capacity of the eastbound left turns has skewed the results of the overall operation of this intersection. • Since the Harmony/Technology intersection is analyzed as a ¾ movement intersection, it does not meet the criteria for signalization. The other stop sign controlled do not meet the signal criteria of the City of Fort Collins. • The short range (2025) and long range (2040) geometry is shown in Figures 12 and 13, respectively. At the Harmony/Lady Moon intersection, the operations analyses show that northbound dual left-turn lanes will likely be required in the short range (2025) future. This is especially true since it is desired that the Harmony/ Technology intersection is desired to remain as a stop sign controlled intersection. • In the short range (2025) future, given development of the HTP Medical Offices and an increase in background traffic, the Lady Moon/Timberwood-Banner Access, Timberwood/Retail-Site Access, and Lady Moon/Site Access intersections will meet the Fort Collins operational criteria during the peak hours. At the Harmony/Lady Moon-HP East intersection, the intersection does not meet the Fort Collins operational criteria with a single northbound left-turn lane during the afternoon peak hour. Therefore, this intersection was analyzed with dual northbound left-turn lanes. At the Harmony/Technology-HP West intersection during the morning peak hour, the SYNCHRO software limits the capacity of the eastbound left turns to 66 vehicles. It is not known whether there will actually be an operational issue for these eastbound left turns. This over capacity of the eastbound left turns has skewed the results of the overall operation of this intersection. DELICH HTP Medical Offices TIS, November 2020 ASSOCIATES Page 31 • The Harmony/Lady Moon intersection was analyzed with both dual northbound left-turn lanes and dual westbound left-turn lanes for operational purposes. Implementation of the dual westbound left-turn lanes would require widening Lady Moon Drive to have two receiving lanes. This intersection should be monitored with regard to operation and the need for additional auxiliary lanes. • 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: 10/13/2020 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/Technology-HP West S = straight L = left turn Time Northbound: Technology Southbound: HP West Total Eastbound: Harmony Westbound: Harmony Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 0 0 0 6 349 2 357 8 522 3 533 890 890 7:45 2 2 1 1 3 11 290 6 307 6 572 9 587 894 897 8:00 0 0 0 0 0 6 268 8 282 8 440 1 449 731 731 8:15 1 1 1 1 2 11 305 6 322 8 439 2 449 771 773 7:30-8:30 0 0 3 3 0 0 2 2 5 34 1212 22 1268 30 1973 15 2018 3286 3291 PHF n/a n/a 0.38 0.38 n/a n/a 0.5 0.5 0.77 0.87 0.69 0.89 0.94 0.86 0.42 0.86 0.92 4:30 5 5 9 9 14 1 560 3 564 0 494 0 494 1058 1072 4:45 4 4 5 5 9 2 525 8 535 2 436 0 438 973 982 5:00 7 7 13 13 20 2 627 4 633 3 494 1 498 1131 1151 5:15 6 6 7 7 13 0 552 1 553 5 390 3 398 951 964 4:30-5:30 0 0 22 22 0 0 34 34 56 5 2264 16 2285 10 1814 4 1828 4113 4169 PHF n/a n/a 0.79 0.79 n/a n/a 0.65 0.65 0.63 0.9 0.5 0.9 0.5 0.92 0.33 0.92 0.91 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11/28/2017 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/Lady Moon-HP East S = straight L = left turn Time Northbound: Lady Moon Southbound: HP East Total Eastbound: Harmony Westbound: Harmony 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 17 10 18 45 2 0 0 2 47 2 458 18 478 41 553 36 630 1108 1155 7:45 20 11 24 55 1 0 0 1 56 2 411 14 427 36 553 65 654 1081 1137 8:00 23 18 19 60 0 0 0 0 60 2 347 14 363 32 518 40 590 953 1013 8:15 21 13 11 45 0 2 0 2 47 4 340 16 360 39 532 37 608 968 1015 7:30-8:30 81 52 72 205 3 2 0 5 210 10 1556 62 1628 148 2156 178 2482 4110 4320 PHF 0.88 0.72 0.75 0.85 0.38 0.25 n/a 0.63 0.63 0.85 0.86 0.85 0.9 0.97 0.68 0.95 0.94 4:30 30 2 34 66 55 22 20 97 163 0 520 24 544 36 477 4 517 1061 1224 4:45 23 2 14 39 52 12 4 68 107 1 565 35 601 30 531 9 570 1171 1278 5:00 29 0 38 67 54 16 13 83 150 1 561 31 593 32 427 4 463 1056 1206 5:15 28 1 23 52 36 17 14 67 119 2 589 34 625 31 574 6 611 1236 1355 4:30-5:30 110 5 109 224 197 67 51 315 539 4 2235 124 2363 129 2009 23 2161 4524 5063 PHF 0.92 0.63 0.72 0.84 0.9 0.76 0.64 0.81 0.5 0.95 0.89 0.95 0.9 0.88 0.64 0.88 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/14/2020 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lady Moon/Timberwood-Banner Access S = straight L = left turn Time Northbound: Lady Moon Southbound: Lady Moon Total Eastbound: Timberwood Westbound: Banner Acces Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 3 30 3 36 18 8 0 26 62 8 0 0 8 0 0 1 1 9 71 7:45 5 23 5 33 14 12 0 26 59 6 0 1 7 0 0 1 1 8 67 8:00 4 34 3 41 16 23 0 39 80 1 0 2 3 0 0 1 1 4 84 8:15 2 27 5 34 9 16 1 26 60 4 0 1 5 0 0 1 1 6 66 7:30-8:30 14 114 16 144 57 59 1 117 261 19 0 4 23 0 0 4 4 27 288 PHF 0.7 0.84 0.8 0.88 0.79 0.64 0.25 0.75 0.59 n/a 0.5 0.72 n/a n/a 1 1 0.86 4:30 3 19 0 22 5 38 2 45 67 8 1 0 9 2 0 4 6 15 82 4:45 3 27 1 31 4 41 2 47 78 7 0 1 8 2 1 2 5 13 91 5:00 0 36 0 36 2 42 1 45 81 5 0 0 5 3 1 8 12 17 98 5:15 2 28 0 30 4 56 0 60 90 6 0 2 8 2 0 0 2 10 100 4:30-5:30 8 110 1 119 15 177 5 197 316 26 1 3 30 9 2 14 25 55 371 PHF 0.67 0.76 0.25 0.83 0.75 0.79 0.63 0.82 0.81 0.25 0.38 0.83 0.75 0.5 0.44 0.52 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/14/2020 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Timberwood/Retail Access S = straight L = left turn Time Northbound: Southbound: Retail Access Total Eastbound: Timberwood Westbound: Timberwood 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 7 0 7 7 3 1 4 1 2 3 7 14 7:45 0 5 0 5 5 2 2 4 2 3 5 9 14 8:00 0 1 1 2 2 1 2 3 2 2 4 7 9 8:15 0 4 0 4 4 2 1 3 0 3 3 6 10 7:30-8:30 0 0 0 0 17 0 1 18 18 8 6 0 14 0 5 10 15 29 47 PHF n/a n/a n/a n/a 0.61 n/a 0.25 0.64 0.67 0.75 n/a 0.88 n/a 0.63 0.83 0.75 0.84 4:30 0 8 0 8 8 2 1 3 2 3 5 8 16 4:45 0 8 0 8 8 1 0 1 1 5 6 7 15 5:00 0 2 2 4 4 3 3 6 0 2 2 8 12 5:15 0 7 0 7 7 0 1 1 0 2 2 3 10 4:30-5:30 0 0 0 0 25 0 2 27 27 6 5 0 11 0 3 12 15 26 53 PHF n/a n/a n/a n/a 0.78 n/a 0.25 0.84 0.5 0.42 n/a 0.46 n/a 0.38 0.6 0.63 0.83 APPENDIX C HCM 6th TWSC Recent AM 8: Technology Parkway/HP West & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 36.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 173 1673 53 30 2224 52 0030012 Future Vol, veh/h 173 1673 53 30 2224 52 0030012 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 350 430 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 188 1818 58 33 2417 57 0030013 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2474 0 0 1876 0 0 - - 909 - - 1237 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver ~ 71 - - 144 - - 0 0 238 0 0 144 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 71 - - 144 ----238--144 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 79.4 0.5 20.3 32.5 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 238 ~ 71 - - 144 - - 144 HCM Lane V/C Ratio 0.014 2.648 - - 0.226 - - 0.091 HCM Control Delay (s) 20.3$ 871.6 - - 37.2 - - 32.5 HCM Lane LOS C F - - E - - D HCM 95th %tile Q(veh) 0 18.5 - - 0.8 - - 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Recent PM 8: Technology Parkway/HP West & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 2413 41 10 2362 7 0 0 22 0 0 134 Future Vol, veh/h 21 2413 41 10 2362 7 0 0 22 0 0 134 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 350 430 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 23 2652 45 11 2596 8 0 0 24 0 0 147 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2604 0 0 2697 0 0 - - 1326 - - 1302 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver 61 - - 55 - - 0 0 125 0 0 ~ 130 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver 61 - - 55 ----125--~ 130 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 0.8 0.4 40.6 185.1 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 125 61 - - 55 - - 130 HCM Lane V/C Ratio 0.193 0.378 - - 0.2 - - 1.133 HCM Control Delay (s) 40.6 96.2 - - 86.1 - - 185.1 HCM Lane LOS E F - - F - - F HCM 95th %tile Q(veh) 0.7 1.4 - - 0.7 - - 8.6 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Recent AM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 1602 64 154 2220 178 83 52 74 3 2 3 Future Volume (veh/h) 10 1602 64 154 2220 178 83 52 74 3 2 3 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 1704 18 164 2362 151 88 55 1321 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 36 2808 872 293 3664 1138 241 180 152 141 47 24 Arrive On Green 0.02 0.55 0.55 0.16 0.72 0.72 0.07 0.10 0.10 0.01 0.04 0.03 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 1781 1870 1585 1781 1176 588 Grp Volume(v), veh/h 11 1704 18 164 2362 151 88 55 1303 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1764 Q Serve(g_s), s 0.6 24.8 0.4 9.3 26.7 3.3 5.0 3.0 0.1 0.2 0.0 0.2 Cycle Q Clear(g_c), s 0.6 24.8 0.4 9.3 26.7 3.3 5.0 3.0 0.1 0.2 0.0 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 Lane Grp Cap(c), veh/h 36 2808 872 293 3664 1138 241 180 152 141 0 71 V/C Ratio(X) 0.30 0.61 0.02 0.56 0.64 0.13 0.36 0.31 0.01 0.02 0.00 0.04 Avail Cap(c_a), veh/h 253 2808 872 293 3664 1138 249 180 152 249 0 160 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.2 16.7 6.5 42.3 8.2 4.8 44.2 46.3 45.0 49.5 0.0 50.9 Incr Delay (d2), s/veh 4.7 1.0 0.0 2.4 0.4 0.1 0.9 1.0 0.0 0.1 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 8.5 0.2 4.1 6.9 0.8 2.3 1.5 0.0 0.1 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.9 17.7 6.6 44.7 8.6 4.9 45.1 47.3 45.0 49.5 0.0 51.2 LnGrp LOS E B A D A A DDDDAD Approach Vol, veh/h 1733 2677 144 6 Approach Delay, s/veh 17.8 10.6 45.9 50.4 Approach LOS B B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.5 9.4 24.1 66.0 4.4 15.6 5.1 84.9 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 7.0 9.0 11.0 59.5 7.0 9.0 14.0 59.0 Max Q Clear Time (g_c+I1), s 7.0 2.2 11.3 26.8 2.2 5.0 2.6 28.7 Green Ext Time (p_c), s 0.0 0.0 0.0 8.8 0.0 0.0 0.0 15.4 Intersection Summary HCM 6th Ctrl Delay 14.5 HCM 6th LOS B Timing Report, Sorted By Phase Recent AM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates 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 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 66.5 77.5 48.5 92.5 66.5 77.5 92.5 0.5 End Time (s) 77.5 92.5 66.5 48.5 77.5 92.5 0.5 66.5 Yield/Force Off (s) 73.5 86.5 59.5 42 73.5 86.5 106.5 59.5 Yield/Force Off 170(s) 73.5 86.5 59.5 30 73.5 86.5 106.5 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 44.5 17.5 0 31.5 44.5 64.5 17.5 Local Yield 170(s) 31.5 44.5 17.5 98 31.5 44.5 64.5 5.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 42 (38%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Recent AM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates recent am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 11 1704 68 164 2362 189 88 55 79 3 5 v/c Ratio 0.09 0.51 0.07 0.85 0.57 0.14 0.46 0.35 0.26 0.02 0.04 Control Delay 49.5 11.5 0.1 84.0 7.0 1.3 51.1 53.5 2.1 40.7 36.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.5 11.5 0.1 84.0 7.0 1.3 51.1 53.5 2.1 40.7 36.4 Queue Length 50th (ft) 7 209 0 116 164 0 59 37 0 2 1 Queue Length 95th (ft) 26 331 0 #236 483 27 98 78 0 10 13 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 290 125 Base Capacity (vph) 249 3353 1022 193 4111 1316 193 174 314 169 156 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.04 0.51 0.07 0.85 0.57 0.14 0.46 0.32 0.25 0.02 0.03 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Recent PM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 2302 129 133 2069 23 113 5 112 51 67 197 Future Volume (veh/h) 4 2302 129 133 2069 23 113 5 112 51 67 197 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 2475 62 143 2225 1 122 5 1 55 72 116 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %222222222222 Cap, veh/h 23 2872 892 148 3340 1037 197 275 233 316 81 130 Arrive On Green 0.01 0.56 0.56 0.08 0.65 0.65 0.07 0.15 0.15 0.04 0.13 0.12 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 1781 1870 1585 1781 645 1039 Grp Volume(v), veh/h 4 2475 62 143 2225 1 122 5 1 55 0 188 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1683 Q Serve(g_s), s 0.3 49.4 1.5 9.6 32.0 0.0 7.0 0.3 0.1 3.2 0.0 13.2 Cycle Q Clear(g_c), s 0.3 49.4 1.5 9.6 32.0 0.0 7.0 0.3 0.1 3.2 0.0 13.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.62 Lane Grp Cap(c), veh/h 23 2872 892 148 3340 1037 197 275 233 316 0 210 V/C Ratio(X) 0.17 0.86 0.07 0.96 0.67 0.00 0.62 0.02 0.00 0.17 0.00 0.89 Avail Cap(c_a), veh/h 201 2872 892 148 3340 1037 197 275 233 429 0 210 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 58.6 22.3 5.8 54.8 12.7 7.2 41.7 43.8 43.7 42.7 0.0 52.0 Incr Delay (d2), s/veh 3.5 3.7 0.2 62.6 0.5 0.0 5.9 0.0 0.0 0.3 0.0 34.7 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 17.9 0.7 6.7 10.0 0.0 3.4 0.1 0.0 1.4 0.0 7.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.1 26.0 6.0 117.4 13.2 7.2 47.6 43.8 43.7 42.9 0.0 86.7 LnGrp LOS E C A F B A DDDDAF Approach Vol, veh/h 2541 2369 128 243 Approach Delay, s/veh 25.5 19.5 47.4 76.8 Approach LOS C B D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 20.0 16.0 73.0 8.4 22.6 4.5 84.5 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 7.0 14.0 9.0 66.5 12.0 9.0 12.0 66.0 Max Q Clear Time (g_c+I1), s 9.0 15.2 11.6 51.4 5.2 2.3 2.3 34.0 Green Ext Time (p_c), s 0.0 0.0 0.0 10.3 0.0 0.0 0.0 13.4 Intersection Summary HCM 6th Ctrl Delay 25.7 HCM 6th LOS C Timing Report, Sorted By Phase Recent PM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates 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 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 17.5 28.5 1.5 48.5 17.5 33.5 48.5 64.5 End Time (s) 28.5 48.5 17.5 1.5 33.5 48.5 64.5 17.5 Yield/Force Off (s) 24.5 42.5 10.5 115 29.5 42.5 60.5 10.5 Yield/Force Off 170(s) 24.5 42.5 10.5 103 29.5 42.5 60.5 118.5 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 47.5 15.5 0 34.5 47.5 65.5 15.5 Local Yield 170(s) 29.5 47.5 15.5 108 34.5 47.5 65.5 3.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Recent PM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates recent pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 4 2475 139 143 2225 25 122 5 120 55 284 v/c Ratio 0.04 0.87 0.15 0.97 0.65 0.02 0.67 0.02 0.31 0.17 0.96 Control Delay 54.0 26.6 1.5 122.6 13.0 0.0 58.5 49.6 2.1 38.0 77.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.0 26.6 1.5 122.6 13.0 0.0 58.5 49.6 2.1 38.0 77.8 Queue Length 50th (ft) 3 570 0 112 312 0 78 4 0 34 147 Queue Length 95th (ft) 15 644 19 #245 475 0 #145 17 0 70 #323 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 290 125 Base Capacity (vph) 198 2860 903 147 3427 1111 181 240 382 364 295 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.02 0.87 0.15 0.97 0.65 0.02 0.67 0.02 0.31 0.15 0.96 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Recent PM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates recent pm adj timing.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 2302 129 133 2069 23 113 5 112 51 67 197 Future Volume (veh/h) 4 2302 129 133 2069 23 113 5 112 51 67 197 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 2475 58 143 2225 1 122 5 1 55 72 116 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %222222222222 Cap, veh/h 23 2745 852 178 3298 1024 208 290 246 328 86 138 Arrive On Green 0.01 0.54 0.54 0.10 0.65 0.65 0.07 0.16 0.16 0.04 0.13 0.13 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 1781 1870 1585 1781 645 1039 Grp Volume(v), veh/h 4 2475 58 143 2225 1 122 5 1 55 0 188 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1683 Q Serve(g_s), s 0.3 52.2 1.5 9.4 32.8 0.0 6.9 0.3 0.1 3.1 0.0 13.1 Cycle Q Clear(g_c), s 0.3 52.2 1.5 9.4 32.8 0.0 6.9 0.3 0.1 3.1 0.0 13.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.62 Lane Grp Cap(c), veh/h 23 2745 852 178 3298 1024 208 290 246 328 0 224 V/C Ratio(X) 0.17 0.90 0.07 0.80 0.67 0.00 0.59 0.02 0.00 0.17 0.00 0.84 Avail Cap(c_a), veh/h 170 2745 852 178 3298 1024 208 290 246 456 0 224 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 58.6 24.9 6.8 52.8 13.3 7.5 40.8 42.9 42.8 41.8 0.0 51.0 Incr Delay (d2), s/veh 3.5 5.4 0.2 22.6 0.6 0.0 4.3 0.0 0.0 0.2 0.0 23.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 19.6 0.7 5.2 10.4 0.0 3.3 0.1 0.0 1.4 0.0 7.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.1 30.3 6.9 75.5 13.9 7.5 45.1 43.0 42.8 42.1 0.0 74.4 LnGrp LOS E C AEBADDDDAE Approach Vol, veh/h 2537 2369 128 243 Approach Delay, s/veh 29.8 17.6 45.0 67.1 Approach LOS C B D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 21.0 18.0 70.0 8.4 23.6 4.5 83.5 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 7.0 15.0 11.0 63.5 13.0 9.0 10.0 67.0 Max Q Clear Time (g_c+I1), s 8.9 15.1 11.4 54.2 5.1 2.3 2.3 34.8 Green Ext Time (p_c), s 0.0 0.0 0.0 7.1 0.1 0.0 0.0 13.4 Intersection Summary HCM 6th Ctrl Delay 26.4 HCM 6th LOS C Timing Report, Sorted By Phase Recent PM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates recent pm adj timing.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 21 18 70 17 15 14 74 Maximum Split (%) 9.2% 17.5% 15.0% 58.3% 14.2% 12.5% 11.7% 61.7% Minimum Split (s) 11 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 19.5 30.5 1.5 51.5 19.5 36.5 51.5 65.5 End Time (s) 30.5 51.5 19.5 1.5 36.5 51.5 65.5 19.5 Yield/Force Off (s) 26.5 45.5 12.5 115 32.5 45.5 61.5 12.5 Yield/Force Off 170(s) 26.5 45.5 12.5 103 32.5 45.5 61.5 0.5 Local Start Time (s) 24.5 35.5 6.5 56.5 24.5 41.5 56.5 70.5 Local Yield (s) 31.5 50.5 17.5 0 37.5 50.5 66.5 17.5 Local Yield 170(s) 31.5 50.5 17.5 108 37.5 50.5 66.5 5.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Recent PM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates recent pm adj timing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 4 2475 139 143 2225 25 122 5 120 55 284 v/c Ratio 0.04 0.90 0.16 0.82 0.66 0.02 0.67 0.02 0.31 0.16 0.93 Control Delay 54.0 30.7 1.7 86.1 13.6 0.0 57.3 48.6 2.0 37.1 69.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.0 30.7 1.7 86.1 13.6 0.0 57.3 48.6 2.0 37.1 69.9 Queue Length 50th (ft) 3 607 0 110 322 0 77 4 0 34 145 Queue Length 95th (ft) 15 687 20 #222 487 0 #143 17 0 69 #312 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 290 125 Base Capacity (vph) 167 2742 872 177 3389 1100 182 254 393 379 308 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.02 0.90 0.16 0.81 0.66 0.02 0.67 0.02 0.31 0.15 0.92 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Recent AM 3: Lady Moon & Timberwood Drive/Banner Access 11/20/2020 Synchro 11 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 085041617116571321 Future Vol, veh/h 19 085041617116571321 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 - - 80 - - 80 250 - - 80 - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 22222222222 Mvmt Flow 22 096051919919661531 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 534 541 153 537 533 209 154 0 0 218 0 0 Stage 1 285 285 - 247 247 ------- Stage 2 249 256 - 290 286 ------- 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 457 448 893 455 453 831 1426 - - 1352 - - Stage 1 722 676 - 757 702 ------- Stage 2 755 696 - 718 675 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 433 421 893 429 425 831 1426 - - 1352 - - Mov Cap-2 Maneuver 433 421 - 429 425 ------- Stage 1 713 643 - 747 693 ------- Stage 2 741 687 - 676 642 ------- Approach EB WB NB SB HCM Control Delay, s 12.4 11.7 0.6 2.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1426 - - 433 893 429 831 1352 - - HCM Lane V/C Ratio 0.013 - - 0.051 0.01 0.014 0.006 0.049 - - HCM Control Delay (s) 7.6 - - 13.8 9.1 13.5 9.4 7.8 - - HCM Lane LOS A - -BABAA - - HCM 95th %tile Q(veh) 0 - - 0.2 0 0 0 0.2 - - HCM 6th TWSC Recent PM 3: Lady Moon & Timberwood Drive/Banner Access 11/20/2020 Synchro 11 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 1 6 12 1 14 11 150 4 15 284 5 Future Vol, veh/h 26 1 6 12 1 14 11 150 4 15 284 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 80 - - 80 250 - - 80 - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 28 1 6 13 1 15 12 161 4 16 305 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 532 526 305 530 529 163 310 0 0 165 0 0 Stage 1 337 337 - 187 187 ------- Stage 2 195 189 - 343 342 ------- 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 458 457 735 460 455 882 1250 - - 1413 - - Stage 1 677 641 - 815 745 ------- Stage 2 807 744 - 672 638 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 442 447 735 448 445 882 1250 - - 1413 - - Mov Cap-2 Maneuver 442 447 - 448 445 ------- Stage 1 670 634 - 807 738 ------- Stage 2 784 737 - 657 631 ------- Approach EB WB NB SB HCM Control Delay, s 13 11.2 0.5 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1250 - - 442 735 448 882 1413 - - HCM Lane V/C Ratio 0.009 - - 0.066 0.009 0.031 0.017 0.011 - - HCM Control Delay (s) 7.9 - - 13.7 9.9 13.3 9.2 7.6 - - HCM Lane LOS A - -BABAA - - HCM 95th %tile Q(veh) 0 - - 0.2 0 0.1 0.1 0 - - HCM 6th TWSC Recent AM 4: Timberwood Drive & Retail Access 11/20/2020 Synchro 11 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 4.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 8 6 5 12 21 1 Future Vol, veh/h 8 6 5 12 21 1 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 9 7 6 14 25 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 20 0 - 0 38 13 Stage 1 - - - - 13 - Stage 2 - - - - 25 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1596 - - - 974 1067 Stage 1 - - - - 1010 - Stage 2 - - - - 998 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1596 - - - 968 1067 Mov Cap-2 Maneuver - - - - 968 - Stage 1 - - - - 1004 - Stage 2 - - - - 998 - Approach EB WB SB HCM Control Delay, s 4.2 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1596 - - - 972 HCM Lane V/C Ratio 0.006 - - - 0.027 HCM Control Delay (s) 7.3 0 - - 8.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC Recent PM 4: Timberwood Drive & Retail Access 11/20/2020 Synchro 11 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 5.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 6 5 3 13 27 2 Future Vol, veh/h 6 5 3 13 27 2 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 7 6 4 15 32 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 19 0 - 0 32 12 Stage 1 - - - - 12 - Stage 2 - - - - 20 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1597 - - - 982 1069 Stage 1 - - - - 1011 - Stage 2 - - - - 1003 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1597 - - - 978 1069 Mov Cap-2 Maneuver - - - - 978 - Stage 1 - - - - 1007 - Stage 2 - - - - 1003 - Approach EB WB SB HCM Control Delay, s 4 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1597 - - - 984 HCM Lane V/C Ratio 0.004 - - - 0.035 HCM Control Delay (s) 7.3 0 - - 8.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D HCM 6th TWSC Short Bkgrd AM 8: Technology Parkway/HP West & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 35.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 173 1757 72 33 2335 52 0040012 Future Vol, veh/h 173 1757 72 33 2335 52 0040012 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 350 430 ----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 182 1849 76 35 2458 55 0040013 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2513 0 0 1925 0 0 - - 925 - - 1257 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver ~ 68 - - 136 - - 0 0 233 0 0 139 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 68 - - 136 ----233--139 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 76.9 0.5 20.7 33.5 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 233 ~ 68 - - 136 - - 139 HCM Lane V/C Ratio 0.018 2.678 - - 0.255 - - 0.091 HCM Control Delay (s) 20.7$ 889.8 - - 40.3 - - 33.5 HCM Lane LOS C F - - E - - D HCM 95th %tile Q(veh) 0.1 18 - - 1 - - 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Bkgrd PM 8: Technology Parkway/HP West & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates sb 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 21 2534 74 11 2480 7 0 0 24 0 0 134 Future Vol, veh/h 21 2534 74 11 2480 7 0 0 24 0 0 134 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 350 430 ----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 22 2667 78 12 2611 7 0 0 25 0 0 141 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2618 0 0 2745 0 0 - - 1334 - - 1309 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver 60 - - 52 - - 0 0 124 0 0 ~ 128 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver 60 - - 52 ----124--~ 128 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 0.8 0.4 41.3 176.4 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 124 60 - - 52 - - 128 HCM Lane V/C Ratio 0.204 0.368 - - 0.223 - - 1.102 HCM Control Delay (s) 41.3 96.5 - - 93 - - 176.4 HCM Lane LOS E F - - F - - F HCM 95th %tile Q(veh) 0.7 1.4 - - 0.7 - - 8.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Short Bkgrd AM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 1650 101 169 2278 178 139 52 113 3 2 3 Future Volume (veh/h) 10 1650 101 169 2278 178 139 52 113 3 2 3 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 1755 54 180 2423 144 148 55 1321 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 36 2808 872 285 3642 1131 249 188 159 141 47 24 Arrive On Green 0.02 0.55 0.55 0.16 0.71 0.71 0.07 0.10 0.10 0.01 0.04 0.03 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 1781 1870 1585 1781 1176 588 Grp Volume(v), veh/h 11 1755 54 180 2423 144 148 55 1303 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1764 Q Serve(g_s), s 0.6 25.9 1.3 10.4 28.5 3.2 8.0 3.0 0.1 0.2 0.0 0.2 Cycle Q Clear(g_c), s 0.6 25.9 1.3 10.4 28.5 3.2 8.0 3.0 0.1 0.2 0.0 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 Lane Grp Cap(c), veh/h 36 2808 872 285 3642 1131 249 188 159 141 0 71 V/C Ratio(X) 0.30 0.62 0.06 0.63 0.67 0.13 0.59 0.29 0.01 0.02 0.00 0.04 Avail Cap(c_a), veh/h 253 2808 872 285 3642 1131 249 188 159 249 0 160 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.2 17.0 6.7 43.2 8.6 5.0 45.5 45.9 44.5 49.5 0.0 50.9 Incr Delay (d2), s/veh 4.7 1.1 0.1 4.5 0.5 0.1 3.8 0.9 0.0 0.1 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 8.9 0.6 4.7 7.5 0.8 4.1 1.5 0.0 0.1 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.9 18.0 6.8 47.6 9.1 5.0 49.3 46.7 44.6 49.5 0.0 51.2 LnGrp LOS E B A D A A DDDDAD Approach Vol, veh/h 1820 2747 204 6 Approach Delay, s/veh 17.9 11.4 48.5 50.4 Approach LOS B B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 9.4 23.6 66.0 4.4 16.0 5.1 84.5 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 7.0 9.0 11.0 59.5 7.0 9.0 14.0 59.0 Max Q Clear Time (g_c+I1), s 10.0 2.2 12.4 27.9 2.2 5.0 2.6 30.5 Green Ext Time (p_c), s 0.0 0.0 0.0 9.3 0.0 0.0 0.0 15.5 Intersection Summary HCM 6th Ctrl Delay 15.5 HCM 6th LOS B Timing Report, Sorted By Phase Short Bkgrd AM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates 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 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 66.5 77.5 48.5 92.5 66.5 77.5 92.5 0.5 End Time (s) 77.5 92.5 66.5 48.5 77.5 92.5 0.5 66.5 Yield/Force Off (s) 73.5 86.5 59.5 42 73.5 86.5 106.5 59.5 Yield/Force Off 170(s) 73.5 86.5 59.5 30 73.5 86.5 106.5 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 44.5 17.5 0 31.5 44.5 64.5 17.5 Local Yield 170(s) 31.5 44.5 17.5 98 31.5 44.5 64.5 5.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 42 (38%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Short Bkgrd AM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates sb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 11 1755 107 180 2423 189 148 55 120 3 5 v/c Ratio 0.09 0.54 0.11 0.93 0.61 0.15 0.76 0.35 0.40 0.02 0.04 Control Delay 49.5 12.4 1.2 98.9 7.7 1.3 70.0 53.5 5.2 40.7 36.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.5 12.4 1.2 98.9 7.7 1.3 70.0 53.5 5.2 40.7 36.4 Queue Length 50th (ft) 7 219 0 128 172 0 104 37 0 2 1 Queue Length 95th (ft) 26 345 14 #263 506 27 153 78 12 10 13 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 290 125 Base Capacity (vph) 249 3246 994 193 3949 1271 194 174 314 169 156 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.04 0.54 0.11 0.93 0.61 0.15 0.76 0.32 0.38 0.02 0.03 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 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 2421 133 146 2137 23 164 5 135 51 67 197 Future Volume (veh/h) 4 2421 133 146 2137 23 164 5 135 51 67 197 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 2603 60 157 2298 1 176 5 1 55 72 116 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %222222222222 Cap, veh/h 23 2702 839 193 3298 1024 208 290 246 328 86 138 Arrive On Green 0.01 0.53 0.53 0.11 0.65 0.65 0.07 0.16 0.16 0.04 0.13 0.13 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 1781 1870 1585 1781 645 1039 Grp Volume(v), veh/h 4 2603 60 157 2298 1 176 5 1 55 0 188 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1683 Q Serve(g_s), s 0.3 58.8 1.6 10.3 34.8 0.0 8.0 0.3 0.1 3.1 0.0 13.1 Cycle Q Clear(g_c), s 0.3 58.8 1.6 10.3 34.8 0.0 8.0 0.3 0.1 3.1 0.0 13.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.62 Lane Grp Cap(c), veh/h 23 2702 839 193 3298 1024 208 290 246 328 0 224 V/C Ratio(X) 0.17 0.96 0.07 0.81 0.70 0.00 0.85 0.02 0.00 0.17 0.00 0.84 Avail Cap(c_a), veh/h 170 2702 839 193 3298 1024 208 290 246 456 0 224 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 58.6 27.1 7.2 52.3 13.7 7.5 45.2 42.9 42.8 41.8 0.0 51.0 Incr Delay (d2), s/veh 3.5 10.6 0.2 22.7 0.7 0.0 26.4 0.0 0.0 0.2 0.0 23.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 23.3 0.8 5.6 11.1 0.0 3.0 0.1 0.0 1.4 0.0 7.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.1 37.8 7.3 75.0 14.3 7.5 71.6 43.0 42.8 42.1 0.0 74.4 LnGrp LOS E D AEBAEDDDAE Approach Vol, veh/h 2667 2456 182 243 Approach Delay, s/veh 37.1 18.2 70.6 67.1 Approach LOS D B E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 21.0 19.0 69.0 8.4 23.6 4.5 83.5 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 7.0 15.0 12.0 62.5 13.0 9.0 10.0 67.0 Max Q Clear Time (g_c+I1), s 10.0 15.1 12.3 60.8 5.1 2.3 2.3 36.8 Green Ext Time (p_c), s 0.0 0.0 0.0 1.6 0.1 0.0 0.0 13.8 Intersection Summary HCM 6th Ctrl Delay 31.2 HCM 6th LOS C Timing Report, Sorted By Phase Short Bkgrd PM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates 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 21 19 69 17 15 14 74 Maximum Split (%) 9.2% 17.5% 15.8% 57.5% 14.2% 12.5% 11.7% 61.7% Minimum Split (s) 11 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20.5 31.5 1.5 52.5 20.5 37.5 52.5 66.5 End Time (s) 31.5 52.5 20.5 1.5 37.5 52.5 66.5 20.5 Yield/Force Off (s) 27.5 46.5 13.5 115 33.5 46.5 62.5 13.5 Yield/Force Off 170(s) 27.5 46.5 13.5 103 33.5 46.5 62.5 1.5 Local Start Time (s) 25.5 36.5 6.5 57.5 25.5 42.5 57.5 71.5 Local Yield (s) 32.5 51.5 18.5 0 38.5 51.5 67.5 18.5 Local Yield 170(s) 32.5 51.5 18.5 108 38.5 51.5 67.5 6.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Short Bkgrd PM 1: Lady Moon & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates sb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 4 2603 143 157 2298 25 176 5 145 55 284 v/c Ratio 0.04 0.96 0.17 0.83 0.68 0.02 0.96 0.02 0.37 0.16 0.93 Control Delay 54.0 38.2 1.9 85.8 14.0 0.0 100.4 48.6 4.4 37.1 69.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.0 38.2 1.9 85.8 14.0 0.0 100.4 48.6 4.4 37.1 69.9 Queue Length 50th (ft) 3 684 0 121 341 0 115 4 0 34 145 Queue Length 95th (ft) 15 #833 23 #237 516 0 #248 17 17 69 #312 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 290 125 Base Capacity (vph) 167 2699 861 191 3388 1099 183 255 393 379 308 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.02 0.96 0.17 0.82 0.68 0.02 0.96 0.02 0.37 0.15 0.92 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Short Bkgrd AM 3: Lady Moon & Timberwood Drive/Banner Access 11/20/2020 Synchro 11 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 0 17 6 0 5 44 214 18 63 150 29 Future Vol, veh/h 70 0 17 6 0 5 44 214 18 63 150 29 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 - - 80 - - 80 250 - - 80 - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 22222222222 Mvmt Flow 81 0 20 7 0 6 51 249 21 73 174 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 685 692 174 709 716 260 208 0 0 270 0 0 Stage 1 320 320 - 362 362 ------- Stage 2 365 372 - 347 354 ------- 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 362 367 869 349 356 779 1363 - - 1293 - - Stage 1 692 652 - 657 625 ------- Stage 2 654 619 - 669 630 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 334 334 869 317 324 779 1363 - - 1293 - - Mov Cap-2 Maneuver 334 334 - 317 324 ------- Stage 1 666 615 - 633 602 ------- Stage 2 625 596 - 617 595 ------- Approach EB WB NB SB HCM Control Delay, s 17.2 13.5 1.2 2.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1363 - - 334 869 317 779 1293 - - HCM Lane V/C Ratio 0.038 - - 0.244 0.023 0.022 0.007 0.057 - - HCM Control Delay (s) 7.7 - - 19.2 9.2 16.6 9.7 8 - - HCM Lane LOS A - - C A C A A - - HCM 95th %tile Q(veh) 0.1 - - 0.9 0.1 0.1 0 0.2 - - HCM 6th TWSC Short Bkgrd PM 3: Lady Moon & Timberwood Drive/Banner Access 11/20/2020 Synchro 11 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 98 1 20 13 1 15 35 151 5 17 278 26 Future Vol, veh/h 98 1 20 13 1 15 35 151 5 17 278 26 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 - - 80 - - 80 250 - - 80 - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 105 1 22 14 1 16 38 162 5 18 299 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 584 578 299 602 604 165 327 0 0 167 0 0 Stage 1 335 335 - 241 241 ------- Stage 2 249 243 - 361 363 ------- 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 423 427 741 412 412 879 1233 - - 1411 - - Stage 1 679 643 - 762 706 ------- Stage 2 755 705 - 657 625 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 401 408 741 386 394 879 1233 - - 1411 - - Mov Cap-2 Maneuver 401 408 - 386 394 ------- Stage 1 658 635 - 738 684 ------- Stage 2 717 683 - 629 617 ------- Approach EB WB NB SB HCM Control Delay, s 16 11.9 1.5 0.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1233 - - 401 741 387 879 1411 - - HCM Lane V/C Ratio 0.031 - - 0.265 0.029 0.039 0.018 0.013 - - HCM Control Delay (s) 8 - - 17.2 10 14.7 9.2 7.6 - - HCM Lane LOS A - - C BBAA - - HCM 95th %tile Q(veh) 0.1 - - 1.1 0.1 0.1 0.1 0 - - HCM 6th TWSC Short Bkgrd AM 4: Timberwood Drive & Retail Access 11/20/2020 Synchro 11 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 3.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 44 56 39 34 31 8 Future Vol, veh/h 44 56 39 34 31 8 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 52 66 46 40 36 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 86 0 - 0 236 66 Stage 1 - - - - 66 - Stage 2 - - - - 170 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1510 - - - 752 998 Stage 1 - - - - 957 - Stage 2 - - - - 860 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1510 - - - 725 998 Mov Cap-2 Maneuver - - - - 725 - Stage 1 - - - - 923 - Stage 2 - - - - 860 - Approach EB WB SB HCM Control Delay, s 3.3 0 10 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1510 - - - 768 HCM Lane V/C Ratio 0.034 - - - 0.06 HCM Control Delay (s) 7.5 0 - - 10 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.2 HCM 6th TWSC Short Bkgrd PM 4: Timberwood Drive & Retail Access 11/20/2020 Synchro 11 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 3.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 33 72 38 23 46 10 Future Vol, veh/h 33 72 38 23 46 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 39 85 45 27 54 12 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 72 0 - 0 222 59 Stage 1 - - - - 59 - Stage 2 - - - - 163 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1528 - - - 766 1007 Stage 1 - - - - 964 - Stage 2 - - - - 866 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1528 - - - 745 1007 Mov Cap-2 Maneuver - - - - 745 - Stage 1 - - - - 938 - Stage 2 - - - - 866 - Approach EB WB SB HCM Control Delay, s 2.3 0 10 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1528 - - - 781 HCM Lane V/C Ratio 0.025 - - - 0.084 HCM Control Delay (s) 7.4 0 - - 10 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.3 APPENDIX E HCM 6th TWSC Long Bkgrd AM 3: Technology/HP West & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 47.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 175 2010 95 45 2670 55 0050015 Future Vol, veh/h 175 2010 95 45 2670 55 0050015 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 22222222222 Mvmt Flow 179 2051 97 46 2724 56 0050015 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2780 0 0 2148 0 0 - - 1026 - - 1390 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver ~ 49 - - 105 - - 0 0 199 0 0 113 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 49 - - 105 ----199--113 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 104.6 1 23.6 41.8 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 199 ~ 49 - - 105 - - 113 HCM Lane V/C Ratio 0.026 3.644 - - 0.437 - - 0.135 HCM Control Delay (s) 23.6$ 1362.3 - - 63.6 - - 41.8 HCM Lane LOS C F - - F - - E HCM 95th %tile Q(veh) 0.1 19.6 - - 1.9 - - 0.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Bkgrd PM 3: Technology/HP West & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 7.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 2895 95 15 2835 10 0 0 30 0 0 135 Future Vol, veh/h 25 2895 95 15 2835 10 0 0 30 0 0 135 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 22222222222 Mvmt Flow 26 2954 97 15 2893 10 0 0 31 0 0 138 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2903 0 0 3051 0 0 - - 1477 - - 1452 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver 43 - - 36 - - 0 0 99 0 0 ~ 103 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver 43 - - 36 ----99--~ 103 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 1.4 0.9 56.9 279.6 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 99 43 - - 36 - - 103 HCM Lane V/C Ratio 0.309 0.593 - - 0.425 - - 1.337 HCM Control Delay (s) 56.9 172.5 - - 165 - - 279.6 HCM Lane LOS F F - - F - - F HCM 95th %tile Q(veh) 1.2 2.2 - - 1.4 - - 9.7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Long Bkgrd AM 174: Lady Moon/HP East & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 120 1765 130 220 2585 180 180 50 145 5 5 5 Future Volume (veh/h) 120 1765 130 220 2585 180 180 50 145 5 5 5 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 122 1801 78 224 2638 113 184 51 57 5 5 1 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 161 2659 825 673 3299 1023 279 87 98 24 77 63 Arrive On Green 0.09 0.52 0.52 0.19 0.65 0.65 0.08 0.11 0.11 0.01 0.04 0.04 Sat Flow, veh/h 1781 5106 1584 3456 5106 1584 3456 807 901 1781 1870 1532 Grp Volume(v), veh/h 122 1801 78 224 2638 113 184 0 108 5 5 1 Grp Sat Flow(s),veh/h/ln 1781 1702 1584 1728 1702 1584 1728 0 1708 1781 1870 1532 Q Serve(g_s), s 8.0 31.3 2.4 6.7 45.4 3.3 6.2 0.0 7.2 0.3 0.3 0.1 Cycle Q Clear(g_c), s 8.0 31.3 2.4 6.7 45.4 3.3 6.2 0.0 7.2 0.3 0.3 0.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.53 1.00 1.00 Lane Grp Cap(c), veh/h 161 2659 825 673 3299 1023 279 0 185 24 77 63 V/C Ratio(X) 0.76 0.68 0.09 0.33 0.80 0.11 0.66 0.00 0.58 0.21 0.07 0.02 Avail Cap(c_a), veh/h 163 2659 825 673 3299 1023 634 0 256 223 171 140 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 1.00 1.00 Uniform Delay (d), s/veh 53.3 21.3 9.0 41.6 15.6 8.1 53.5 0.0 50.9 58.6 55.3 25.8 Incr Delay (d2), s/veh 18.1 1.4 0.2 0.3 1.5 0.0 2.6 0.0 2.9 4.2 0.4 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 4.3 11.4 1.0 2.8 14.6 1.0 2.8 0.0 3.3 0.2 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.3 22.7 9.3 41.9 17.0 8.1 56.2 0.0 53.8 62.8 55.7 25.9 LnGrp LOS E C A D BAEADEEC Approach Vol, veh/h 2001 2975 292 11 Approach Delay, s/veh 25.1 18.6 55.3 56.2 Approach LOS C B E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.7 9.9 29.4 68.0 4.6 18.0 13.9 83.5 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 21.0 10.0 4.0 61.5 14.0 17.0 10.0 58.0 Max Q Clear Time (g_c+I1), s 8.2 2.3 8.7 33.3 2.3 9.2 10.0 47.4 Green Ext Time (p_c), s 0.5 0.0 0.0 9.5 0.0 0.2 0.0 8.4 Intersection Summary HCM 6th Ctrl Delay 23.2 HCM 6th LOS C Timing Report, Sorted By Phase Long Bkgrd AM 174: Lady Moon/HP East & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates 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 Recall Mode None None None C-Max None None None None Maximum Split (s) 25 16 11 68 18 23 14 65 Maximum Split (%) 20.8% 13.3% 9.2% 56.7% 15.0% 19.2% 11.7% 54.2% Minimum Split (s) 11 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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) 12.5 37.5 1.5 53.5 12.5 30.5 53.5 67.5 End Time (s) 37.5 53.5 12.5 1.5 30.5 53.5 67.5 12.5 Yield/Force Off (s) 33.5 47.5 5.5 115 26.5 47.5 63.5 5.5 Yield/Force Off 170(s) 33.5 47.5 5.5 103 26.5 47.5 63.5 115.5 Local Start Time (s) 17.5 42.5 6.5 58.5 17.5 35.5 58.5 72.5 Local Yield (s) 38.5 52.5 10.5 0 31.5 52.5 68.5 10.5 Local Yield 170(s) 38.5 52.5 10.5 108 31.5 52.5 68.5 0.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 174: Lady Moon/HP East & Harmony Queues Long Bkgrd AM 174: Lady Moon/HP East & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates lb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Group Flow (vph) 122 1801 133 224 2638 184 184 199 5 5 5 v/c Ratio 0.59 0.53 0.12 1.57 0.84 0.18 0.48 0.66 0.05 0.04 0.02 Control Delay 61.7 11.9 1.2 323.2 23.5 2.6 53.7 33.7 54.2 51.2 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.7 11.9 1.2 323.2 23.5 2.6 53.7 33.7 54.2 51.2 0.2 Queue Length 50th (ft) 90 207 0 ~126 516 0 68 72 4 4 0 Queue Length 95th (ft) 155 387 17 #208 #909 37 105 144 17 16 0 Internal Link Dist (ft) 1233 4691 644 316 Turn Bay Length (ft) 445 335 483 100 50 Base Capacity (vph) 211 3429 1096 143 3150 1027 629 357 221 176 332 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.58 0.53 0.12 1.57 0.84 0.18 0.29 0.56 0.02 0.03 0.02 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 Signalized Intersection Summary Long Bkgrd PM 174: Lady Moon/HP East & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 2740 175 190 2430 25 230 5 175 160 65 200 Future Volume (veh/h) 10 2740 175 190 2430 25 230 5 175 160 65 200 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 2796 179 194 2480 26 235 5 179 163 66 204 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 32 2745 851 202 3058 948 330 6 206 193 274 228 Arrive On Green 0.02 0.54 0.54 0.06 0.60 0.60 0.10 0.13 0.13 0.11 0.15 0.15 Sat Flow, veh/h 1781 5106 1584 3456 5106 1584 3456 43 1548 1781 1870 1556 Grp Volume(v), veh/h 10 2796 179 194 2480 26 235 0 184 163 66 204 Grp Sat Flow(s),veh/h/ln 1781 1702 1584 1728 1702 1584 1728 0 1592 1781 1870 1556 Q Serve(g_s), s 0.7 64.5 4.1 6.7 45.5 0.8 7.9 0.0 13.6 10.8 3.7 12.4 Cycle Q Clear(g_c), s 0.7 64.5 4.1 6.7 45.5 0.8 7.9 0.0 13.6 10.8 3.7 12.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Lane Grp Cap(c), veh/h 32 2745 851 202 3058 948 330 0 212 193 274 228 V/C Ratio(X) 0.32 1.02 0.21 0.96 0.81 0.03 0.71 0.00 0.87 0.84 0.24 0.90 Avail Cap(c_a), veh/h 163 2745 851 202 3058 948 547 0 212 193 274 228 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 1.00 1.00 Uniform Delay (d), s/veh 58.2 27.8 4.8 56.4 18.8 9.8 52.7 0.0 51.0 52.5 45.3 32.6 Incr Delay (d2), s/veh 5.6 22.1 0.6 52.4 1.7 0.0 2.9 0.0 29.4 27.5 0.5 33.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 28.1 2.3 4.3 15.6 0.3 3.6 0.0 7.2 6.3 1.8 6.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.8 49.8 5.4 108.8 20.5 9.8 55.5 0.0 80.3 80.0 45.8 66.0 LnGrp LOS E F A F C A E A F F D E Approach Vol, veh/h 2985 2700 419 433 Approach Delay, s/veh 47.2 26.8 66.4 68.2 Approach LOS D C E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.5 22.5 13.0 70.0 16.0 21.0 5.1 77.9 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 18.0 9.0 6.0 63.5 12.0 15.0 10.0 62.0 Max Q Clear Time (g_c+I1), s 9.9 14.4 8.7 66.5 12.8 15.6 2.7 47.5 Green Ext Time (p_c), s 0.5 0.0 0.0 0.0 0.0 0.0 0.0 10.0 Intersection Summary HCM 6th Ctrl Delay 41.4 HCM 6th LOS D Timing Report, Sorted By Phase Long Bkgrd PM 174: Lady Moon/HP East & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates 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) 22 15 13 70 16 21 14 69 Maximum Split (%) 18.3% 12.5% 10.8% 58.3% 13.3% 17.5% 11.7% 57.5% Minimum Split (s) 11 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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) 14.5 36.5 1.5 51.5 14.5 30.5 51.5 65.5 End Time (s) 36.5 51.5 14.5 1.5 30.5 51.5 65.5 14.5 Yield/Force Off (s) 32.5 45.5 7.5 115 26.5 45.5 61.5 7.5 Yield/Force Off 170(s) 32.5 45.5 7.5 103 26.5 45.5 61.5 117.5 Local Start Time (s) 19.5 41.5 6.5 56.5 19.5 35.5 56.5 70.5 Local Yield (s) 37.5 50.5 12.5 0 31.5 50.5 66.5 12.5 Local Yield 170(s) 37.5 50.5 12.5 108 31.5 50.5 66.5 2.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 174: Lady Moon/HP East & Harmony Queues Long Bkgrd PM 174: Lady Moon/HP East & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates lb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Group Flow (vph) 10 2796 179 194 2480 26 235 184 163 66 204 v/c Ratio 0.09 0.96 0.19 0.97 0.74 0.02 0.57 0.72 0.85 0.41 0.63 Control Delay 54.7 35.4 3.1 112.9 17.0 0.0 54.9 38.0 89.0 59.4 16.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.7 35.4 3.1 112.9 17.0 0.0 54.9 38.0 89.0 59.4 16.3 Queue Length 50th (ft) 8 727 5 78 412 0 89 56 126 49 0 Queue Length 95th (ft) 25 #931 39 #155 676 0 127 132 #248 96 74 Internal Link Dist (ft) 1233 4691 644 316 Turn Bay Length (ft) 445 335 483 100 50 Base Capacity (vph) 162 2904 954 200 3335 1060 543 305 191 168 326 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.06 0.96 0.19 0.97 0.74 0.02 0.43 0.60 0.85 0.39 0.63 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Bkgrd AM 14: Lady Moon & Timberwood/Banner 11/20/2020 Synchro 11 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 30 20 35 10 20 75 255 45 90 195 40 Future Vol, veh/h 70 30 20 35 10 20 75 255 45 90 195 40 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 - - 80 - - 80 250 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 74 32 21 37 11 21 79 268 47 95 205 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 882 889 226 893 887 292 247 0 0 315 0 0 Stage 1 416 416 - 450 450 ------- Stage 2 466 473 - 443 437 ------- 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 267 282 813 262 283 747 1319 - - 1245 - - Stage 1 614 592 - 589 572 ------- Stage 2 577 558 - 594 579 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 226 245 813 207 246 747 1319 - - 1245 - - Mov Cap-2 Maneuver 226 245 - 207 246 ------- Stage 1 577 547 - 554 538 ------- Stage 2 517 525 - 504 535 ------- Approach EB WB NB SB HCM Control Delay, s 29.1 21.4 1.6 2.3 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1319 - - 231 813 215 747 1245 - - HCM Lane V/C Ratio 0.06 - - 0.456 0.026 0.22 0.028 0.076 - - HCM Control Delay (s) 7.9 - - 33 9.5 26.4 10 8.1 - - HCM Lane LOS A - - D A D B A - - HCM 95th %tile Q(veh) 0.2 - - 2.2 0.1 0.8 0.1 0.2 - - HCM 6th TWSC Long Bkgrd PM 14: Lady Moon & Timberwood/Banner 11/20/2020 Synchro 11 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 115 15 25 45 35 40 45 195 25 25 340 35 Future Vol, veh/h 115 15 25 45 35 40 45 195 25 25 340 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 - - 80 - - 80 250 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 121 16 26 47 37 42 47 205 26 26 358 37 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 781 754 377 762 759 218 395 0 0 231 0 0 Stage 1 429 429 - 312 312 ------- Stage 2 352 325 - 450 447 ------- 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 312 338 670 322 336 822 1164 - - 1337 - - Stage 1 604 584 - 699 658 ------- Stage 2 665 649 - 589 573 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 258 318 670 284 317 822 1164 - - 1337 - - Mov Cap-2 Maneuver 258 318 - 284 317 ------- Stage 1 580 573 - 671 632 ------- Stage 2 570 623 - 540 562 ------- Approach EB WB NB SB HCM Control Delay, s 28.9 17.7 1.4 0.5 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1164 - - 264 670 298 822 1337 - - HCM Lane V/C Ratio 0.041 - - 0.518 0.039 0.283 0.051 0.02 - - HCM Control Delay (s) 8.2 - - 32.4 10.6 21.8 9.6 7.7 - - HCM Lane LOS A - - D B C A A - - HCM 95th %tile Q(veh) 0.1 - - 2.8 0.1 1.1 0.2 0.1 - - HCM 6th TWSC Long Bkgrd AM 11: Timberwood & Retail Access 11/20/2020 Synchro 11 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 45 90 90 35 30 20 Future Vol, veh/h 45 90 90 35 30 20 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 47 95 95 37 32 21 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 132 0 - 0 303 114 Stage 1 - - - - 114 - Stage 2 - - - - 189 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1453 - - - 689 939 Stage 1 - - - - 911 - Stage 2 - - - - 843 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1453 - - - 666 939 Mov Cap-2 Maneuver - - - - 666 - Stage 1 - - - - 880 - Stage 2 - - - - 843 - Approach EB WB SB HCM Control Delay, s 2.5 0 10.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1453 - - - 754 HCM Lane V/C Ratio 0.033 - - - 0.07 HCM Control Delay (s) 7.6 0 - - 10.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.2 HCM 6th TWSC Long Bkgrd PM 11: Timberwood & Retail Access 11/20/2020 Synchro 11 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 35 110 90 25 45 30 Future Vol, veh/h 35 110 90 25 45 30 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 37 116 95 26 47 32 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 121 0 - 0 298 108 Stage 1 - - - - 108 - Stage 2 - - - - 190 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1467 - - - 693 946 Stage 1 - - - - 916 - Stage 2 - - - - 842 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1467 - - - 674 946 Mov Cap-2 Maneuver - - - - 674 - Stage 1 - - - - 891 - Stage 2 - - - - 842 - Approach EB WB SB HCM Control Delay, s 1.8 0 10.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1467 - - - 762 HCM Lane V/C Ratio 0.025 - - - 0.104 HCM Control Delay (s) 7.5 0 - - 10.3 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.3 APPENDIX F HCM 6th TWSC Short Total AM 8: Technology Parkway/HP West & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 35.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 173 1770 146 33 2359 52 0040012 Future Vol, veh/h 173 1770 146 33 2359 52 0040012 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 350 430 ----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 182 1863 154 35 2483 55 0040013 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2538 0 0 2017 0 0 - - 932 - - 1269 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver ~ 66 - - 123 - - 0 0 230 0 0 137 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 66 - - 123 ----230--137 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 76.9 0.6 20.9 33.9 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 230 ~ 66 - - 123 - - 137 HCM Lane V/C Ratio 0.018 2.759 - - 0.282 - - 0.092 HCM Control Delay (s) 20.9$ 929.1 - - 45.4 - - 33.9 HCM Lane LOS C F - - E - - D HCM 95th %tile Q(veh) 0.1 18.3 - - 1.1 - - 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Total PM 8: Technology Parkway/HP West & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 2541 113 11 2598 7 0 0 24 0 0 134 Future Vol, veh/h 21 2541 113 11 2598 7 0 0 24 0 0 134 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 350 430 ----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 22 2675 119 12 2735 7 0 0 25 0 0 141 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2742 0 0 2794 0 0 - - 1338 - - 1371 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver 52 - - 49 - - 0 0 123 0 0 ~ 117 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver 52 - - 49 ----123--~ 117 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 0.9 0.4 41.7 219.3 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 123 52 - - 49 - - 117 HCM Lane V/C Ratio 0.205 0.425 - - 0.236 - - 1.206 HCM Control Delay (s) 41.7 118 - - 99.9 - - 219.3 HCM Lane LOS E F - - F - - F HCM 95th %tile Q(veh) 0.7 1.6 - - 0.8 - - 8.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Short Total AM 1: Lady Moon & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 1650 114 205 2278 178 163 52 123 3 2 3 Future Volume (veh/h) 10 1650 114 205 2278 178 163 52 123 3 2 3 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 1737 67 216 2398 144 172 55 1321 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 36 2808 872 285 3642 1131 249 188 159 141 47 24 Arrive On Green 0.02 0.55 0.55 0.16 0.71 0.71 0.07 0.10 0.10 0.01 0.04 0.03 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 1781 1870 1585 1781 1176 588 Grp Volume(v), veh/h 11 1737 67 216 2398 144 172 55 1303 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1764 Q Serve(g_s), s 0.6 25.5 1.7 12.8 27.9 3.2 8.0 3.0 0.1 0.2 0.0 0.2 Cycle Q Clear(g_c), s 0.6 25.5 1.7 12.8 27.9 3.2 8.0 3.0 0.1 0.2 0.0 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 Lane Grp Cap(c), veh/h 36 2808 872 285 3642 1131 249 188 159 141 0 71 V/C Ratio(X) 0.30 0.62 0.08 0.76 0.66 0.13 0.69 0.29 0.01 0.02 0.00 0.04 Avail Cap(c_a), veh/h 253 2808 872 285 3642 1131 249 188 159 249 0 160 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.2 16.9 6.7 44.2 8.5 5.0 46.5 45.9 44.5 49.5 0.0 50.9 Incr Delay (d2), s/veh 4.7 1.0 0.2 11.1 0.4 0.1 7.8 0.9 0.0 0.1 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 8.8 0.7 6.2 7.3 0.8 5.2 1.5 0.0 0.1 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.9 17.9 6.9 55.3 9.0 5.0 54.4 46.7 44.6 49.5 0.0 51.2 LnGrp LOS EBAEAADDDDAD Approach Vol, veh/h 1815 2758 228 6 Approach Delay, s/veh 17.7 12.4 52.5 50.4 Approach LOS B B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 9.4 23.6 66.0 4.4 16.0 5.1 84.5 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 7.0 9.0 11.0 59.5 7.0 9.0 14.0 59.0 Max Q Clear Time (g_c+I1), s 10.0 2.2 14.8 27.5 2.2 5.0 2.6 29.9 Green Ext Time (p_c), s 0.0 0.0 0.0 9.3 0.0 0.0 0.0 15.4 Intersection Summary HCM 6th Ctrl Delay 16.4 HCM 6th LOS B Timing Report, Sorted By Phase Short Total AM 1: Lady Moon & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates 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 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 66.5 77.5 48.5 92.5 66.5 77.5 92.5 0.5 End Time (s) 77.5 92.5 66.5 48.5 77.5 92.5 0.5 66.5 Yield/Force Off (s) 73.5 86.5 59.5 42 73.5 86.5 106.5 59.5 Yield/Force Off 170(s) 73.5 86.5 59.5 30 73.5 86.5 106.5 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 44.5 17.5 0 31.5 44.5 64.5 17.5 Local Yield 170(s) 31.5 44.5 17.5 98 31.5 44.5 64.5 5.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 42 (38%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Short Total AM 1: Lady Moon & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates st am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 11 1737 120 216 2398 187 172 55 129 3 5 v/c Ratio 0.09 0.54 0.12 1.12 0.61 0.15 0.89 0.35 0.43 0.02 0.04 Control Delay 49.5 12.3 1.6 145.9 7.6 1.3 87.1 53.5 6.5 40.7 36.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.5 12.3 1.6 145.9 7.6 1.3 87.1 53.5 6.5 40.7 36.4 Queue Length 50th (ft) 7 215 0 ~176 168 0 122 37 0 2 1 Queue Length 95th (ft) 26 340 20 #328 497 27 176 78 19 10 13 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 290 125 Base Capacity (vph) 249 3246 994 193 3949 1271 194 174 314 169 156 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.04 0.54 0.12 1.12 0.61 0.15 0.89 0.32 0.41 0.02 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 Signalized Intersection Summary Short Total PM 1: Lady Moon & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 2421 140 165 2137 23 282 5 183 51 67 197 Future Volume (veh/h) 4 2421 140 165 2137 23 282 5 183 51 67 197 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 2548 69 174 2249 1 297 5 25 54 71 114 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 23 2532 786 193 3128 971 273 354 300 311 81 130 Arrive On Green 0.01 0.50 0.50 0.11 0.61 0.61 0.11 0.19 0.19 0.04 0.13 0.12 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 1781 1870 1585 1781 646 1037 Grp Volume(v), veh/h 4 2548 69 174 2249 1 297 5 25 54 0 185 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1781 1870 1585 1781 0 1684 Q Serve(g_s), s 0.3 59.5 2.0 11.6 36.6 0.0 13.0 0.3 1.6 3.1 0.0 13.0 Cycle Q Clear(g_c), s 0.3 59.5 2.0 11.6 36.6 0.0 13.0 0.3 1.6 3.1 0.0 13.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.62 Lane Grp Cap(c), veh/h 23 2532 786 193 3128 971 273 354 300 311 0 210 V/C Ratio(X) 0.17 1.01 0.09 0.90 0.72 0.00 1.09 0.01 0.08 0.17 0.00 0.88 Avail Cap(c_a), veh/h 139 2532 786 193 3128 971 273 354 300 425 0 210 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 58.6 30.2 8.7 52.9 16.1 9.0 43.3 39.6 40.1 42.7 0.0 51.9 Incr Delay (d2), s/veh 3.5 19.4 0.2 38.6 0.8 0.0 79.6 0.0 0.1 0.3 0.0 31.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 26.0 1.0 7.0 12.2 0.0 8.0 0.1 0.6 1.4 0.0 7.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.1 49.7 8.9 91.5 16.9 9.0 122.9 39.6 40.2 43.0 0.0 83.7 LnGrp LOS E F A F B A F D D D A F Approach Vol, veh/h 2621 2424 327 239 Approach Delay, s/veh 48.6 22.3 115.3 74.5 Approach LOS D C F E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 20.0 19.0 65.0 8.3 27.7 4.5 79.5 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 12.0 14.0 12.0 58.5 12.0 14.0 8.0 65.0 Max Q Clear Time (g_c+I1), s 15.0 15.0 13.6 61.5 5.1 3.6 2.3 38.6 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.5 Intersection Summary HCM 6th Ctrl Delay 42.2 HCM 6th LOS D Timing Report, Sorted By Phase Short Total PM 1: Lady Moon & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates 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) 16 20 19 65 16 20 12 72 Maximum Split (%) 13.3% 16.7% 15.8% 54.2% 13.3% 16.7% 10.0% 60.0% Minimum Split (s) 11 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20.5 36.5 1.5 56.5 20.5 36.5 56.5 68.5 End Time (s) 36.5 56.5 20.5 1.5 36.5 56.5 68.5 20.5 Yield/Force Off (s) 32.5 50.5 13.5 115 32.5 50.5 64.5 13.5 Yield/Force Off 170(s) 32.5 50.5 13.5 103 32.5 50.5 64.5 1.5 Local Start Time (s) 25.5 41.5 6.5 61.5 25.5 41.5 61.5 73.5 Local Yield (s) 37.5 55.5 18.5 0 37.5 55.5 69.5 18.5 Local Yield 170(s) 37.5 55.5 18.5 108 37.5 55.5 69.5 6.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Short Total PM 1: Lady Moon & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates st pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 4 2548 147 174 2249 24 297 5 193 54 278 v/c Ratio 0.04 1.01 0.18 0.91 0.70 0.02 1.16 0.02 0.45 0.16 0.95 Control Delay 54.0 51.0 3.1 98.7 16.6 0.0 143.1 44.8 10.1 34.2 74.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.0 51.0 3.1 98.7 16.6 0.0 143.1 44.8 10.1 34.2 74.0 Queue Length 50th (ft) 3 ~724 0 135 369 0 ~216 3 0 31 142 Queue Length 95th (ft) 15 #851 33 #271 542 0 #408 16 67 65 #313 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 290 125 Base Capacity (vph) 137 2521 806 191 3215 1037 256 320 432 390 294 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.03 1.01 0.18 0.91 0.70 0.02 1.16 0.02 0.45 0.14 0.95 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 Signalized Intersection Summary Short Total AM 1: Lady Moon & Harmony NB Dual LT Lanes 11/24/2020 Synchro 11 Light Report Delich Associates st am nb dual lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 1650 114 205 2278 178 163 52 123 3 2 3 Future Volume (veh/h) 10 1650 114 205 2278 178 163 52 123 3 2 3 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 1737 63 216 2398 138 172 55 50 3 2 1 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 36 2808 872 278 3623 1125 497 94 86 144 52 26 Arrive On Green 0.02 0.55 0.55 0.16 0.71 0.71 0.07 0.10 0.10 0.01 0.04 0.04 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 3456 902 820 1781 1176 588 Grp Volume(v), veh/h 11 1737 63 216 2398 138 172 0 105 3 0 3 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1728 0 1723 1781 0 1764 Q Serve(g_s), s 0.6 25.5 1.6 12.8 28.3 3.0 5.0 0.0 6.4 0.2 0.0 0.2 Cycle Q Clear(g_c), s 0.6 25.5 1.6 12.8 28.3 3.0 5.0 0.0 6.4 0.2 0.0 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.48 1.00 0.33 Lane Grp Cap(c), veh/h 36 2808 872 278 3623 1125 497 0 180 144 0 78 V/C Ratio(X) 0.30 0.62 0.07 0.78 0.66 0.12 0.35 0.00 0.58 0.02 0.00 0.04 Avail Cap(c_a), veh/h 253 2808 872 278 3623 1125 499 0 180 252 0 160 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 53.2 16.9 6.7 44.6 8.8 5.1 43.4 0.0 47.0 49.0 0.0 50.5 Incr Delay (d2), s/veh 4.7 1.0 0.2 12.9 0.5 0.0 0.4 0.0 4.8 0.1 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 8.8 0.7 6.4 7.5 0.7 2.2 0.0 3.0 0.1 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.9 17.9 6.9 57.5 9.2 5.1 43.8 0.0 51.8 49.1 0.0 50.7 LnGrp LOS EBAEAADADDAD Approach Vol, veh/h 1811 2752 277 6 Approach Delay, s/veh 17.8 12.8 46.8 49.9 Approach LOS B B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 9.9 23.2 66.0 4.4 16.5 5.1 84.0 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 7.0 9.0 11.0 59.5 7.0 9.0 14.0 59.0 Max Q Clear Time (g_c+I1), s 7.0 2.2 14.8 27.5 2.2 8.4 2.6 30.3 Green Ext Time (p_c), s 0.0 0.0 0.0 9.3 0.0 0.0 0.0 15.2 Intersection Summary HCM 6th Ctrl Delay 16.6 HCM 6th LOS B Timing Report, Sorted By Phase Short Total AM 1: Lady Moon & Harmony NB Dual LT Lanes 11/24/2020 Synchro 11 Light Report Delich Associates st am nb dual lt.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 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 66.5 77.5 48.5 92.5 66.5 77.5 92.5 0.5 End Time (s) 77.5 92.5 66.5 48.5 77.5 92.5 0.5 66.5 Yield/Force Off (s) 73.5 86.5 59.5 42 73.5 86.5 106.5 59.5 Yield/Force Off 170(s) 73.5 86.5 59.5 30 73.5 86.5 106.5 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 44.5 17.5 0 31.5 44.5 64.5 17.5 Local Yield 170(s) 31.5 44.5 17.5 98 31.5 44.5 64.5 5.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 42 (38%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Short Total AM 1: Lady Moon & Harmony NB Dual LT Lanes 11/24/2020 Synchro 11 Light Report Delich Associates st am nb dual lt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 11 1737 120 216 2398 187 172 184 3 5 v/c Ratio 0.09 0.56 0.13 1.12 0.63 0.15 0.36 0.70 0.02 0.04 Control Delay 49.5 14.2 1.7 145.9 9.0 1.4 42.9 40.6 40.7 36.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.5 14.2 1.7 145.9 9.0 1.4 42.9 40.6 40.7 36.4 Queue Length 50th (ft) 7 247 0 ~176 224 0 56 66 2 1 Queue Length 95th (ft) 26 340 20 #328 497 27 83 #182 10 13 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 125 Base Capacity (vph) 249 3103 956 193 3806 1231 474 267 169 156 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.04 0.56 0.13 1.12 0.63 0.15 0.36 0.69 0.02 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 Signalized Intersection Summary Short Total PM 1: Lady Moon & Harmony NB Dual LT Lanes & 130 second cycle 11/24/2020 Synchro 11 Light Report Delich Associates st pm nb dual lt 130.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 2421 140 165 2137 23 282 5 183 51 67 197 Future Volume (veh/h) 4 2421 140 165 2137 23 282 5 183 51 67 197 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 2548 69 174 2249 1 297 5 27 54 71 122 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 22 2553 793 212 3200 993 346 48 257 312 81 139 Arrive On Green 0.01 0.50 0.50 0.12 0.63 0.63 0.10 0.19 0.19 0.04 0.13 0.12 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 3456 254 1370 1781 618 1062 Grp Volume(v), veh/h 4 2548 69 174 2249 1 297 0 32 54 0 193 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1728 0 1624 1781 0 1679 Q Serve(g_s), s 0.3 64.7 2.2 12.4 38.2 0.0 11.0 0.0 2.1 3.4 0.0 14.7 Cycle Q Clear(g_c), s 0.3 64.7 2.2 12.4 38.2 0.0 11.0 0.0 2.1 3.4 0.0 14.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.84 1.00 0.63 Lane Grp Cap(c), veh/h 22 2553 793 212 3200 993 346 0 305 312 0 220 V/C Ratio(X) 0.18 1.00 0.09 0.82 0.70 0.00 0.86 0.00 0.11 0.17 0.00 0.88 Avail Cap(c_a), veh/h 114 2553 793 212 3200 993 346 0 305 359 0 220 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 63.6 32.4 9.6 55.9 16.2 9.1 57.6 0.0 43.8 45.7 0.0 55.8 Incr Delay (d2), s/veh 3.9 17.4 0.2 21.7 0.7 0.0 19.1 0.0 0.1 0.3 0.0 30.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 27.9 1.0 6.6 12.9 0.0 5.8 0.0 0.9 1.5 0.0 8.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 67.5 49.8 9.8 77.6 16.9 9.1 76.7 0.0 43.9 46.0 0.0 86.6 LnGrp LOS E D AEBAEADDAF Approach Vol, veh/h 2621 2424 329 247 Approach Delay, s/veh 48.8 21.3 73.5 77.7 Approach LOS D C E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 22.0 21.5 70.5 8.6 29.4 4.5 87.5 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 12.0 16.0 14.5 64.0 8.0 20.0 7.0 74.0 Max Q Clear Time (g_c+I1), s 13.0 16.7 14.4 66.7 5.4 4.1 2.3 40.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.9 Intersection Summary HCM 6th Ctrl Delay 39.6 HCM 6th LOS D Timing Report, Sorted By Phase Short Total PM 1: Lady Moon & Harmony NB Dual LT Lanes & 130 second cycle 11/24/2020 Synchro 11 Light Report Delich Associates st pm nb dual lt 130.syn Phase Number 12345678 Movement NBL SBTL 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) 16 22 21.5 70.5 12 26 11 81 Maximum Split (%) 12.3% 16.9% 16.5% 54.2% 9.2% 20.0% 8.5% 62.3% Minimum Split (s) 11 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 28 44 6.5 66 28 40 66 77 End Time (s) 44 66 28 6.5 40 66 77 28 Yield/Force Off (s) 40 60 21 0 36 60 73 21 Yield/Force Off 170(s) 40 60 21 118 36 60 73 9 Local Start Time (s) 28 44 6.5 66 28 40 66 77 Local Yield (s) 40 60 21 0 36 60 73 21 Local Yield 170(s) 40 60 21 118 36 60 73 9 Intersection Summary Cycle Length 130 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Short Total PM 1: Lady Moon & Harmony NB Dual LT Lanes & 130 second cycle 11/24/2020 Synchro 11 Light Report Delich Associates st pm nb dual lt 130.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 4 2548 147 174 2249 24 297 198 54 278 v/c Ratio 0.04 1.00 0.18 0.84 0.69 0.02 0.85 0.44 0.20 0.94 Control Delay 59.0 50.1 3.2 88.8 16.6 0.0 79.8 10.5 38.2 76.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.0 50.1 3.2 88.8 16.6 0.0 79.8 10.5 38.2 76.1 Queue Length 50th (ft) 3 ~770 0 145 389 0 129 4 34 161 Queue Length 95th (ft) 16 #908 35 #269 559 0 #207 73 70 #334 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 125 Base Capacity (vph) 112 2550 814 211 3275 1052 349 447 272 297 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.04 1.00 0.18 0.82 0.69 0.02 0.85 0.44 0.20 0.94 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 Signalized Intersection Summary Short Total PM 1: Lady Moon & Harmony NB Dual LT Lanes, 130 second cycle & EB v/c ratio > 1.0 11/24/2020 Synchro 11 Light Report Delich Associates st pm nb dual lt 130 v-c.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 2421 140 165 2137 23 282 5 183 51 67 197 Future Volume (veh/h) 4 2421 140 165 2137 23 282 5 183 51 67 197 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 1945 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 2548 69 174 2249 1 297 5 29 54 71 121 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 22 2514 780 218 3178 986 346 46 266 318 84 143 Arrive On Green 0.01 0.49 0.49 0.12 0.62 0.62 0.10 0.19 0.19 0.04 0.14 0.13 Sat Flow, veh/h 1853 5106 1585 1781 5106 1585 3456 238 1383 1781 621 1059 Grp Volume(v), veh/h 4 2548 69 174 2249 1 297 0 34 54 0 192 Grp Sat Flow(s),veh/h/ln 1853 1702 1585 1781 1702 1585 1728 0 1621 1781 0 1680 Q Serve(g_s), s 0.3 64.0 2.3 12.3 38.6 0.0 11.0 0.0 2.2 3.3 0.0 14.5 Cycle Q Clear(g_c), s 0.3 64.0 2.3 12.3 38.6 0.0 11.0 0.0 2.2 3.3 0.0 14.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.85 1.00 0.63 Lane Grp Cap(c), veh/h 22 2514 780 218 3178 986 346 0 311 318 0 227 V/C Ratio(X) 0.18 1.01 0.09 0.80 0.71 0.00 0.86 0.00 0.11 0.17 0.00 0.85 Avail Cap(c_a), veh/h 114 2514 780 218 3178 986 346 0 311 364 0 233 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 63.6 33.0 10.0 55.4 16.6 9.3 57.6 0.0 43.3 45.3 0.0 55.2 Incr Delay (d2), s/veh 3.9 21.4 0.2 18.3 0.7 0.0 19.1 0.0 0.2 0.3 0.0 23.7 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 28.6 1.1 6.4 13.1 0.0 5.8 0.0 0.9 1.5 0.0 7.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 67.5 54.4 10.2 73.7 17.3 9.3 76.7 0.0 43.5 45.5 0.0 78.9 LnGrp LOS E F BEBAEADDAE Approach Vol, veh/h 2621 2424 331 246 Approach Delay, s/veh 53.3 21.4 73.3 71.6 Approach LOS D C E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.0 22.6 21.9 69.5 8.6 30.0 4.5 86.9 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 12.0 17.0 14.5 63.0 8.0 21.0 7.0 73.0 Max Q Clear Time (g_c+I1), s 13.0 16.5 14.3 66.0 5.3 4.2 2.3 40.6 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.1 0.0 13.7 Intersection Summary HCM 6th Ctrl Delay 41.5 HCM 6th LOS D Timing Report, Sorted By Phase Short Total PM 1: Lady Moon & Harmony NB Dual LT Lanes, 130 second cycle & EB v/c ratio > 1.0 11/24/2020 Synchro 11 Light Report Delich Associates st pm nb dual lt 130 v-c.syn Phase Number 12345678 Movement NBL SBTL 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) 16 23 21.5 69.5 12 27 11 80 Maximum Split (%) 12.3% 17.7% 16.5% 53.5% 9.2% 20.8% 8.5% 61.5% Minimum Split (s) 11 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 28 44 6.5 67 28 40 67 78 End Time (s) 44 67 28 6.5 40 67 78 28 Yield/Force Off (s) 40 61 21 0 36 61 74 21 Yield/Force Off 170(s) 40 61 21 118 36 61 74 9 Local Start Time (s) 28 44 6.5 67 28 40 67 78 Local Yield (s) 40 61 21 0 36 61 74 21 Local Yield 170(s) 40 61 21 118 36 61 74 9 Intersection Summary Cycle Length 130 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony Queues Short Total PM 1: Lady Moon & Harmony NB Dual LT Lanes, 130 second cycle & EB v/c ratio > 1.0 11/24/2020 Synchro 11 Light Report Delich Associates st pm nb dual lt 130 v-c.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 4 2548 147 174 2249 24 297 198 54 278 v/c Ratio 0.04 1.01 0.18 0.84 0.69 0.02 0.85 0.44 0.20 0.92 Control Delay 59.0 52.1 3.2 88.8 17.1 0.0 79.8 10.2 37.4 71.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.0 52.1 3.2 88.8 17.1 0.0 79.8 10.2 37.4 71.4 Queue Length 50th (ft) 3 ~831 0 145 400 0 129 4 34 158 Queue Length 95th (ft) 16 #920 35 #269 571 0 #207 72 69 #323 Internal Link Dist (ft) 1193 358 651 468 Turn Bay Length (ft) 445 500 375 525 190 125 Base Capacity (vph) 112 2532 810 211 3257 1046 349 452 277 310 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.04 1.01 0.18 0.82 0.69 0.02 0.85 0.44 0.19 0.90 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 Short Total AM 3: Lady Moon & Timberwood Drive/Banner Access 11/24/2020 Synchro 11 Light Report Delich Associates 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 84 0 19 6 0 5 49 234 18 63 165 63 Future Vol, veh/h 84 0 19 6 0 5 49 234 18 63 165 63 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 - - 80 - - 80 250 - - 80 - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 22222222222 Mvmt Flow 98 0 22 7 0 6 57 272 21 73 192 73 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 738 745 192 783 808 283 265 0 0 293 0 0 Stage 1 338 338 - 397 397 ------- Stage 2 400 407 - 386 411 ------- 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 334 342 850 311 315 756 1299 - - 1269 - - Stage 1 676 641 - 629 603 ------- Stage 2 626 597 - 637 595 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 306 308 850 280 284 756 1299 - - 1269 - - Mov Cap-2 Maneuver 306 308 - 280 284 ------- Stage 1 646 604 - 601 576 ------- Stage 2 594 571 - 585 560 ------- Approach EB WB NB SB HCM Control Delay, s 19.8 14.4 1.3 1.7 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1299 - - 306 850 280 756 1269 - - HCM Lane V/C Ratio 0.044 - - 0.319 0.026 0.025 0.008 0.058 - - HCM Control Delay (s) 7.9 - - 22.2 9.3 18.2 9.8 8 - - HCM Lane LOS A - - C A C A A - - HCM 95th %tile Q(veh) 0.1 - - 1.3 0.1 0.1 0 0.2 - - HCM 6th TWSC Short Total PM 3: Lady Moon & Timberwood Drive/Banner Access 11/24/2020 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 164 1 26 13 1 15 37 251 5 17 285 45 Future Vol, veh/h 164 1 26 13 1 15 37 251 5 17 285 45 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 80 - - 80 250 - - 80 - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 176 1 28 14 1 16 40 270 5 18 306 48 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 703 697 306 734 743 273 354 0 0 275 0 0 Stage 1 342 342 - 353 353 ------- Stage 2 361 355 - 381 390 ------- 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 352 365 734 336 343 766 1205 - - 1288 - - Stage 1 673 638 - 664 631 ------- Stage 2 657 630 - 641 608 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 332 348 734 311 327 766 1205 - - 1288 - - Mov Cap-2 Maneuver 332 348 - 311 327 ------- Stage 1 651 629 - 642 610 ------- Stage 2 621 609 - 607 599 ------- Approach EB WB NB SB HCM Control Delay, s 25.2 13.3 1 0.4 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1205 - - 332 734 312 766 1288 - - HCM Lane V/C Ratio 0.033 - - 0.534 0.038 0.048 0.021 0.014 - - HCM Control Delay (s) 8.1 - - 27.6 10.1 17.1 9.8 7.8 - - HCM Lane LOS A - - D B C A A - - HCM 95th %tile Q(veh) 0.1 - - 3 0.1 0.2 0.1 0 - - HCM 6th TWSC Short Total AM 4: Site Access/Retail Access & Timberwood Drive 11/24/2020 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 44 56 74 39 39 34 0 0 16 31 0 8 Future Vol, veh/h 44 56 74 39 39 34 0 0 16 31 0 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 52 66 87 46 46 40 0 0 19 36 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 86 0 0 153 0 0 377 392 110 381 415 66 Stage 1 ------214214-158158- Stage 2 ------163178-223257- 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 1510 - - 1428 - - 580 544 943 577 528 998 Stage 1 ------788725-844767- Stage 2 ------839752-780695- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1510 - - 1428 - - 543 505 943 535 491 998 Mov Cap-2 Maneuver ------543505-535491- Stage 1 ------758697-812741- Stage 2 ------803726-735669- Approach EB WB NB SB HCM Control Delay, s 1.9 2.6 8.9 11.6 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 943 1510 - - 1428 - - 591 HCM Lane V/C Ratio 0.02 0.034 - - 0.032 - - 0.078 HCM Control Delay (s) 8.9 7.5 0 - 7.6 0 - 11.6 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.1 0.1 - - 0.1 - - 0.3 HCM 6th TWSC Short Total PM 4: Site Access/Retail Access & Timberwood Drive 11/24/2020 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 33 72 39 21 38 23 0 0 72 46 0 10 Future Vol, veh/h 33 72 39 21 38 23 0 0 72 46 0 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 39 85 46 25 45 27 0 0 85 54 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 72 0 0 131 0 0 301 308 108 338 318 59 Stage 1 ------186186-109109- Stage 2 ------115122-229209- 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 1528 - - 1454 - - 651 606 946 616 598 1007 Stage 1 ------816746-896805- Stage 2 ------890795-774729- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1528 - - 1454 - - 621 579 946 541 571 1007 Mov Cap-2 Maneuver ------621579-541571- Stage 1 ------793725-871791- Stage 2 ------864781-685709- Approach EB WB NB SB HCM Control Delay, s 1.7 1.9 9.2 11.9 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 946 1528 - - 1454 - - 590 HCM Lane V/C Ratio 0.09 0.025 - - 0.017 - - 0.112 HCM Control Delay (s) 9.2 7.4 0 - 7.5 0 - 11.9 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.3 0.1 - - 0.1 - - 0.4 HCM 6th TWSC Short Total AM 12: Lady Moon & Site Access 11/24/2020 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 4 17 281 175 15 Future Vol, veh/h 20 4 17 281 175 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 24 5 20 331 206 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 586 215 224 0 - 0 Stage 1 215 ----- Stage 2 371 ----- 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 473 825 1345 - - - Stage 1 821 ----- Stage 2 698 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 466 825 1345 - - - Mov Cap-2 Maneuver 466 ----- Stage 1 809 ----- Stage 2 698 ----- Approach EB NB SB HCM Control Delay, s 12.6 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1345 - 502 - - HCM Lane V/C Ratio 0.015 - 0.056 - - HCM Control Delay (s) 7.7 - 12.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC Short Total PM 12: Lady Moon & Site Access 11/24/2020 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 100 24 10 193 317 7 Future Vol, veh/h 100 24 10 193 317 7 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 108 26 11 208 341 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 575 345 349 0 - 0 Stage 1 345 ----- Stage 2 230 ----- 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 480 698 1210 - - - Stage 1 717 ----- Stage 2 808 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 476 698 1210 - - - Mov Cap-2 Maneuver 476 ----- Stage 1 711 ----- Stage 2 808 ----- Approach EB NB SB HCM Control Delay, s 14.6 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1210 - 507 - - HCM Lane V/C Ratio 0.009 - 0.263 - - HCM Control Delay (s) 8 - 14.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 1 - - APPENDIX G HCM 6th TWSC Long Total AM 3: Technology/HP West & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 48 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 175 2025 170 45 2695 55 0050015 Future Vol, veh/h 175 2025 170 45 2695 55 0050015 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 22222222222 Mvmt Flow 179 2066 173 46 2750 56 0050015 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2806 0 0 2239 0 0 - - 1033 - - 1403 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver ~ 48 - - 94 - - 0 0 197 0 0 111 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 48 - - 94 ----197--111 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 103.3 1.2 23.8 42.6 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 197 ~ 48 - - 94 - - 111 HCM Lane V/C Ratio 0.026 3.72 - - 0.488 - - 0.138 HCM Control Delay (s) 23.8$ 1399.3 - - 75.4 - - 42.6 HCM Lane LOS C F - - F - - E HCM 95th %tile Q(veh) 0.1 19.7 - - 2.1 - - 0.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 3: Technology/HP West & Harmony 11/20/2020 Synchro 11 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 9.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 2905 135 15 2955 10 0 0 30 0 0 135 Future Vol, veh/h 25 2905 135 15 2955 10 0 0 30 0 0 135 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 22222222222 Mvmt Flow 26 2964 138 15 3015 10 0 0 31 0 0 138 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 3025 0 0 3102 0 0 - - 1482 - - 1513 Stage 1 ------------ Stage 2 ------------ Critical Hdwy 5.34 - - 5.34 ----7.14 - - 7.14 Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy 3.12 - - 3.12 ----3.92 - - 3.92 Pot Cap-1 Maneuver 37 - - 33 - - 0 0 98 0 0 ~ 93 Stage 1 ------00-00- Stage 2 ------00-00- Platoon blocked, % - - - - Mov Cap-1 Maneuver 37 - - 33 ----98--~ 93 Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 1.8 0.9 57.6 $ 345.7 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 98 37 - - 33 - - 93 HCM Lane V/C Ratio 0.312 0.689 - - 0.464 - - 1.481 HCM Control Delay (s) 57.6 219.7 - - 186.6 - -$ 345.7 HCM Lane LOS F F - - F - - F HCM 95th %tile Q(veh) 1.2 2.5 - - 1.5 - - 10.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Long Total AM 174: Lady Moon/HP East & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 120 1765 145 255 2585 180 205 50 155 5 5 5 Future Volume (veh/h) 120 1765 145 255 2585 180 205 50 155 5 5 5 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 122 1801 95 260 2638 115 209 51 60 5 5 1 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 161 2659 825 647 3259 1011 306 91 107 24 62 12 Arrive On Green 0.09 0.52 0.52 0.19 0.64 0.64 0.09 0.12 0.12 0.01 0.04 0.04 Sat Flow, veh/h 1781 5106 1584 3456 5106 1584 3456 783 921 1781 1503 301 Grp Volume(v), veh/h 122 1801 95 260 2638 115 209 0 111 5 0 6 Grp Sat Flow(s),veh/h/ln 1781 1702 1584 1728 1702 1584 1728 0 1705 1781 0 1804 Q Serve(g_s), s 8.0 31.3 2.9 7.9 46.4 3.4 7.0 0.0 7.4 0.3 0.0 0.4 Cycle Q Clear(g_c), s 8.0 31.3 2.9 7.9 46.4 3.4 7.0 0.0 7.4 0.3 0.0 0.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.54 1.00 0.17 Lane Grp Cap(c), veh/h 161 2659 825 647 3259 1011 306 0 198 24 0 74 V/C Ratio(X) 0.76 0.68 0.12 0.40 0.81 0.11 0.68 0.00 0.56 0.21 0.00 0.08 Avail Cap(c_a), veh/h 163 2659 825 647 3259 1011 634 0 256 223 0 165 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 53.3 21.3 9.1 42.9 16.2 8.5 53.1 0.0 50.1 58.6 0.0 55.4 Incr Delay (d2), s/veh 18.1 1.4 0.3 0.4 1.6 0.0 2.7 0.0 2.5 4.2 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 11.4 1.3 3.3 15.2 1.0 3.2 0.0 3.3 0.2 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.3 22.7 9.4 43.3 17.9 8.5 55.8 0.0 52.6 62.8 0.0 55.8 LnGrp LOS E C A D BAEADEAE Approach Vol, veh/h 2018 3013 320 11 Approach Delay, s/veh 25.0 19.7 54.7 59.0 Approach LOS C B D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.6 9.9 28.5 68.0 4.6 18.9 13.9 82.6 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 21.0 10.0 4.0 61.5 14.0 17.0 10.0 58.0 Max Q Clear Time (g_c+I1), s 9.0 2.4 9.9 33.3 2.3 9.4 10.0 48.4 Green Ext Time (p_c), s 0.6 0.0 0.0 9.6 0.0 0.2 0.0 7.7 Intersection Summary HCM 6th Ctrl Delay 23.9 HCM 6th LOS C Timing Report, Sorted By Phase Long Total AM 174: Lady Moon/HP East & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates 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 Recall Mode None None None C-Max None None None None Maximum Split (s) 25 16 11 68 18 23 14 65 Maximum Split (%) 20.8% 13.3% 9.2% 56.7% 15.0% 19.2% 11.7% 54.2% Minimum Split (s) 11 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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) 12.5 37.5 1.5 53.5 12.5 30.5 53.5 67.5 End Time (s) 37.5 53.5 12.5 1.5 30.5 53.5 67.5 12.5 Yield/Force Off (s) 33.5 47.5 5.5 115 26.5 47.5 63.5 5.5 Yield/Force Off 170(s) 33.5 47.5 5.5 103 26.5 47.5 63.5 115.5 Local Start Time (s) 17.5 42.5 6.5 58.5 17.5 35.5 58.5 72.5 Local Yield (s) 38.5 52.5 10.5 0 31.5 52.5 68.5 10.5 Local Yield 170(s) 38.5 52.5 10.5 108 31.5 52.5 68.5 0.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 174: Lady Moon/HP East & Harmony Queues Long Total AM 174: Lady Moon/HP East & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates lt am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 122 1801 148 260 2638 184 209 209 5 10 v/c Ratio 0.59 0.52 0.13 1.82 0.83 0.18 0.48 0.71 0.05 0.09 Control Delay 62.2 11.2 1.6 426.5 22.0 2.5 52.2 36.8 54.2 39.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.2 11.2 1.6 426.5 22.0 2.5 52.2 36.8 54.2 39.1 Queue Length 50th (ft) 90 210 0 ~156 520 0 77 74 4 4 Queue Length 95th (ft) 156 391 24 #243 #909 37 115 149 17 21 Internal Link Dist (ft) 1233 4691 644 316 Turn Bay Length (ft) 445 335 483 100 50 Base Capacity (vph) 209 3472 1108 143 3196 1040 629 350 221 164 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.58 0.52 0.13 1.82 0.83 0.18 0.33 0.60 0.02 0.06 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 Signalized Intersection Summary Long Total PM 174: Lady Moon/HP East & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 2740 185 210 2430 25 350 5 225 160 65 200 Future Volume (veh/h) 10 2740 185 210 2430 25 350 5 225 160 65 200 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 2796 189 214 2480 26 357 5 230 163 66 204 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 30 2769 859 266 3173 984 399 4 204 178 46 141 Arrive On Green 0.02 0.54 0.54 0.08 0.62 0.62 0.12 0.13 0.13 0.10 0.12 0.12 Sat Flow, veh/h 1781 5106 1584 3456 5106 1584 3456 34 1556 1781 396 1225 Grp Volume(v), veh/h 10 2796 189 214 2480 26 357 0 235 163 0 270 Grp Sat Flow(s),veh/h/ln 1781 1702 1584 1728 1702 1584 1728 0 1590 1781 0 1621 Q Serve(g_s), s 0.7 70.5 4.9 7.9 46.5 0.8 13.2 0.0 17.0 11.8 0.0 15.0 Cycle Q Clear(g_c), s 0.7 70.5 4.9 7.9 46.5 0.8 13.2 0.0 17.0 11.8 0.0 15.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.76 Lane Grp Cap(c), veh/h 30 2769 859 266 3173 984 399 0 208 178 0 187 V/C Ratio(X) 0.33 1.01 0.22 0.81 0.78 0.03 0.90 0.00 1.13 0.92 0.00 1.44 Avail Cap(c_a), veh/h 110 2769 859 266 3173 984 399 0 208 178 0 187 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 63.2 29.8 5.7 59.0 18.1 9.5 56.7 0.0 56.5 58.0 0.0 57.5 Incr Delay (d2), s/veh 6.2 19.5 0.6 16.4 1.3 0.0 22.0 0.0 101.8 43.9 0.0 227.2 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 30.2 2.7 3.9 15.9 0.3 7.0 0.0 12.7 7.5 0.0 18.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 69.3 49.3 6.3 75.4 19.4 9.5 78.7 0.0 158.3 101.9 0.0 284.7 LnGrp LOS E F AEBAEAFFAF Approach Vol, veh/h 2995 2720 592 433 Approach Delay, s/veh 46.6 23.7 110.3 215.9 Approach LOS D C F F Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.0 20.0 16.0 76.0 16.0 22.0 5.2 86.8 Change Period (Y+Rc), s 4.0 6.0 7.0 6.5 4.0 6.0 4.0 7.0 Max Green Setting (Gmax), s 14.0 14.0 9.0 69.5 12.0 16.0 7.0 74.0 Max Q Clear Time (g_c+I1), s 15.2 17.0 9.9 72.5 13.8 19.0 2.7 48.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.4 Intersection Summary HCM 6th Ctrl Delay 53.8 HCM 6th LOS D Timing Report, Sorted By Phase Long Total PM 174: Lady Moon/HP East & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates 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) 18 20 16 76 16 22 11 81 Maximum Split (%) 13.8% 15.4% 12.3% 58.5% 12.3% 16.9% 8.5% 62.3% Minimum Split (s) 11 15 11 25.5 11 15 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 11311.5 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) 22.5 40.5 6.5 60.5 22.5 38.5 60.5 71.5 End Time (s) 40.5 60.5 22.5 6.5 38.5 60.5 71.5 22.5 Yield/Force Off (s) 36.5 54.5 15.5 0 34.5 54.5 67.5 15.5 Yield/Force Off 170(s) 36.5 54.5 15.5 118 34.5 54.5 67.5 5.5 Local Start Time (s) 22.5 40.5 6.5 60.5 22.5 38.5 60.5 71.5 Local Yield (s) 36.5 54.5 15.5 0 34.5 54.5 67.5 15.5 Local Yield 170(s) 36.5 54.5 15.5 118 34.5 54.5 67.5 5.5 Intersection Summary Cycle Length 130 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 0 (0%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 174: Lady Moon/HP East & Harmony Queues Long Total PM 174: Lady Moon/HP East & Harmony 11/24/2020 Synchro 11 Light Report Delich Associates lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 10 2796 189 214 2480 26 357 235 163 270 v/c Ratio 0.10 1.01 0.21 0.81 0.76 0.03 0.90 0.73 0.92 1.00 Control Delay 60.3 50.5 6.1 82.2 18.6 0.0 83.0 37.5 107.5 92.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.3 50.5 6.1 82.2 18.6 0.0 83.0 37.5 107.5 92.3 Queue Length 50th (ft) 8 ~872 26 93 467 0 155 83 138 156 Queue Length 95th (ft) 27 #994 64 #157 673 0 #244 #194 #278 #342 Internal Link Dist (ft) 1233 4691 644 316 Turn Bay Length (ft) 445 335 483 100 50 Base Capacity (vph) 108 2757 894 264 3277 1028 396 322 177 270 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.09 1.01 0.21 0.81 0.76 0.03 0.90 0.73 0.92 1.00 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 14: Lady Moon & Timberwood/Banner 11/20/2020 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 8.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 85 30 20 35 10 20 80 275 45 90 210 75 Future Vol, veh/h 85 30 20 35 10 20 80 275 45 90 210 75 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 - - 80 - - 80 250 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 89 32 21 37 11 21 84 289 47 95 221 79 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 948 955 261 958 971 313 300 0 0 336 0 0 Stage 1 451 451 - 481 481 ------- Stage 2 497 504 - 477 490 ------- 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 241 258 778 237 253 727 1261 - - 1223 - - Stage 1 588 571 - 566 554 ------- Stage 2 555 541 - 569 549 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 201 222 778 184 218 727 1261 - - 1223 - - Mov Cap-2 Maneuver 201 222 - 184 218 ------- Stage 1 549 526 - 528 517 ------- Stage 2 493 505 - 480 506 ------- Approach EB WB NB SB HCM Control Delay, s 39.5 23.9 1.6 2 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1261 - - 206 778 191 727 1223 - - HCM Lane V/C Ratio 0.067 - - 0.588 0.027 0.248 0.029 0.077 - - HCM Control Delay (s) 8.1 - - 44.7 9.8 30 10.1 8.2 - - HCM Lane LOS A - - E A D B A - - HCM 95th %tile Q(veh) 0.2 - - 3.3 0.1 0.9 0.1 0.3 - - HCM 6th TWSC Long Total PM 14: Lady Moon & Timberwood/Banner 11/20/2020 Synchro 11 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 21.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 185 15 30 45 35 40 45 295 25 25 345 55 Future Vol, veh/h 185 15 30 45 35 40 45 295 25 25 345 55 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 80 - - 80 250 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 195 16 32 47 37 42 47 311 26 26 363 58 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 902 875 392 886 891 324 421 0 0 337 0 0 Stage 1 444 444 - 418 418 ------- Stage 2 458 431 - 468 473 ------- 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 259 288 657 265 282 717 1138 - - 1222 - - Stage 1 593 575 - 612 591 ------- Stage 2 583 583 - 575 558 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 208 270 657 230 265 717 1138 - - 1222 - - Mov Cap-2 Maneuver 208 270 - 230 265 ------- Stage 1 569 563 - 587 567 ------- Stage 2 492 559 - 521 546 ------- Approach EB WB NB SB HCM Control Delay, s 94.9 21.6 1 0.5 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1138 - - 212 657 244 717 1222 - - HCM Lane V/C Ratio 0.042 - - 0.993 0.048 0.345 0.059 0.022 - - HCM Control Delay (s) 8.3 - - 107.5 10.8 27.3 10.3 8 - - HCM Lane LOS A - - F B D B A - - HCM 95th %tile Q(veh) 0.1 - - 8.8 0.2 1.5 0.2 0.1 - - HCM 6th TWSC Long Total AM 11: Site Access /Retail Access & Timberwood 11/20/2020 Synchro 11 Light Report Delich Associates lt 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 45 90 75 40 90 35 5 0 15 30 0 20 Future Vol, veh/h 45 90 75 40 90 35 5 0 15 30 0 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 ------------ 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 47 95 79 42 95 37 5 0 16 32 0 21 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 132 0 0 174 0 0 437 445 135 435 466 114 Stage 1 ------229229-198198- Stage 2 ------208216-237268- 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 1453 - - 1403 - - 530 508 914 531 494 939 Stage 1 ------774715-804737- Stage 2 ------794724-766687- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1453 - - 1403 - - 492 474 914 495 461 939 Mov Cap-2 Maneuver ------492474-495461- Stage 1 ------746689-775713- Stage 2 ------751701-726662- Approach EB WB NB SB HCM Control Delay, s 1.6 1.9 9.9 11.5 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 753 1453 - - 1403 - - 610 HCM Lane V/C Ratio 0.028 0.033 - - 0.03 - - 0.086 HCM Control Delay (s) 9.9 7.6 0 - 7.6 0 - 11.5 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.1 0.1 - - 0.1 - - 0.3 HCM 6th TWSC Long Total PM 11: Site Access /Retail Access & Timberwood 11/20/2020 Synchro 11 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 110 40 20 90 25 5 0 70 45 0 30 Future Vol, veh/h 35 110 40 20 90 25 5 0 70 45 0 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 ------------ 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 37 116 42 21 95 26 5 0 74 47 0 32 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 121 0 0 158 0 0 377 374 137 398 382 108 Stage 1 ------211211-150150- Stage 2 ------166163-248232- 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 1467 - - 1422 - - 580 557 911 562 551 946 Stage 1 ------791728-853773- Stage 2 ------836763-756713- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1467 - - 1422 - - 542 532 911 500 527 946 Mov Cap-2 Maneuver ------542532-500527- Stage 1 ------769708-829761- Stage 2 ------795751-675693- Approach EB WB NB SB HCM Control Delay, s 1.4 1.1 9.5 11.7 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 871 1467 - - 1422 - - 616 HCM Lane V/C Ratio 0.091 0.025 - - 0.015 - - 0.128 HCM Control Delay (s) 9.5 7.5 0 - 7.6 0 - 11.7 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 0.4 HCM 6th TWSC Long Total AM 1: Lady Moon & Site Access 11/20/2020 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 5 15 380 250 15 Future Vol, veh/h 20 5 15 380 250 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 21 5 16 400 263 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 703 271 279 0 - 0 Stage 1 271 ----- Stage 2 432 ----- 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 404 768 1284 - - - Stage 1 775 ----- Stage 2 655 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 399 768 1284 - - - Mov Cap-2 Maneuver 399 ----- Stage 1 766 ----- Stage 2 655 ----- Approach EB NB SB HCM Control Delay, s 13.7 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1284 - 441 - - HCM Lane V/C Ratio 0.012 - 0.06 - - HCM Control Delay (s) 7.8 - 13.7 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC Long Total PM 1: Lady Moon & Site Access 11/20/2020 Synchro 11 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 100 25 10 265 410 10 Future Vol, veh/h 100 25 10 265 410 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 105 26 11 279 432 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 739 438 443 0 - 0 Stage 1 438 ----- Stage 2 301 ----- 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 385 619 1117 - - - Stage 1 651 ----- Stage 2 751 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 381 619 1117 - - - Mov Cap-2 Maneuver 381 ----- Stage 1 644 ----- Stage 2 751 ----- Approach EB NB SB HCM Control Delay, s 17.7 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1117 - 413 - - HCM Lane V/C Ratio 0.009 - 0.319 - - HCM Control Delay (s) 8.3 - 17.7 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 1.4 - - APPENDIX H Harmony Rock CreekLady MoonPrecision Le Fever CinquefoilTimberwoodTechnology SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES HTP Medical Offices TIS, November 2020 Pedestrian LOS Worksheet Project Location Classification: Other Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Retail area to the north Commercial Minimum C C C C C 1 Actual A D B C C Proposed A A B C B Banner Medical Campus Commercial/ Institutional Minimum C C C C C 2 Actual A D B C B Proposed A A B B B Residential area to the southeast Industrial Minimum C C C C C 3 Actual A D C C C Proposed A B C B C Industrial uses to the south Industrial Minimum C C C C C 4 Actual A D B C C Proposed A B B C C Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Retail area north of the site Commercial C A A 1 2 3 4 5 6 7 8