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HomeMy WebLinkAboutHARMONY COMMONS - PDP - PDP150027 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYHARMONY TECHNOLOGY PARK RETAIL TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO SEPTEMBER 2015 Prepared for: Brinkman Partners Development 3528 Precision Drive Fort Collins, CO 80528 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #1556 DELICH HTP Retail TIS, September 2015 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pederstrian Facilities ....................................................................................................... 9 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Trip Assignment ............................................................................................................ 10 Background Traffic Projections ..................................................................................... 10 Total Traffic Forecasts ................................................................................................... 18 Signal Warrants ............................................................................................................. 18 Geometry ...................................................................................................................... 21 Operation Analysis ........................................................................................................ 21 Pedestrian Level of Service ........................................................................................... 29 Bicycle Level of Service ................................................................................................ 29 Transit Level of Service ................................................................................................. 36 IV. CONCLUSIONS .................................................................................................... 37 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 12 3. Short Range (2020) Background Peak Hour Operation ......................................... 24 4. Long Range (2035) Background Peak Hour Operation ........................................... 26 5. Short Range (2020) Total Peak Hour Operation ..................................................... 30 6. Long Range (2035) Total Peak Hour Operation ...................................................... 33 DELICH HTP Retail TIS, September 2015 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Geometry ..................................................................................................... 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Balanced Recent Peak Hour Traffic .......................................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 13 7. Short Range (2020) Site Generated Peak Hour Traffic ........................................... 14 8. Long Range (2035) Site Generated Peak Hour Traffic ............................................ 15 9. Short Range (2020) Background Peak Hour Traffic ................................................ 16 10. Long Range (2035) Background Peak Hour Traffic................................................. 17 11. Short Range (2020) Total Peak Hour Traffic ........................................................... 19 12. Long Range (2035) Total Peak Hour Traffic ............................................................ 20 13. Short Range (2020) Geometry ................................................................................ 22 14. Long Range (2035) Geometry ................................................................................. 23 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Peak Hour Signal Warrant E. Short Range (2020) Background Peak Hour Operation F. Long Range (2035) Background Peak Hour Operation G. Short Range (2020) Total Peak Hour Operation H. Long Range (2035) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service Worksheets DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements for the proposed Harmony Technology Park (HTP) Retail. The proposed HTP Retail site is located in the southwest quadrant of the Harmony/Lady Moon- HP East intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the developer’s representative (Brinkman Partners Development), the project planning consultant (TB Group), the project engineering consultant (Northern Engineering), and Fort Collins Traffic Engineering. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants; - Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the HTP Retail 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, industrial, and residential. There are residential uses to the south of the site. There are commercial and industrial uses to the north, south, and west of the site. The center of Fort Collins lies to the northwest of the proposed HTP Retail site. Streets The primary streets near the HTP Retail site are Harmony Road, Ziegler Road, and Lady Moon Drive. Figure 2 shows a schematic of the existing geometry at the key intersections. Harmony Road is to the north of (adjacent to) the HTP Retail site. It is an east- west street designated as a six-lane arterial street on the Fort Collins Master Street Plan. Currently, it has a six-lane cross section with an existing speed limit of 55 mph in this area. At the Harmony/Ziegler intersection, Harmony Road has eastbound and westbound left-turn lanes, three through lanes in each direction, and a westbound right- turn lane. 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/Ziegler and Harmony/Lady Moon intersections have signal control. At the Harmony/HP West intersection, Harmony Road has an eastbound left-turn lane and three through lanes in each direction. The Harmony/HP West intersection has stop sign control on the HP West Access. Ziegler Road is to the west of the HTP Retail site. It is a north-south street designated as a four-lane arterial street north of Rock Creek Drive, and designated as a two-lane arterial street south of Rock Creek Drive on the Fort Collins Master Street Plan. Currently, Ziegler has a four-lane cross section and an existing speed of 40 mph. At the Harmony/Ziegler intersection, Ziegler Road has dual northbound and southbound left-turn lanes, two through lanes in each direction, and a southbound right-turn lane. Lady Moon Drive is a north-south street designated as a collector street south of Harmony Road on the Fort Collins Master Street Plan. Currently, Lady Moon Drive has a two-lane cross section, with a center continuous two-way left-turn lane, south of the Banner Medical Campus driveway. The north leg of the Harmony/Lady Moon intersection serves the Hewlett-Packard campus. At the Harmony/Lady Moon intersection, Lady Moon Drive has northbound and southbound left-turn lanes, a northbound through lane, a southbound combined through/right-turn lane, and a northbound right-turn lane. The existing posted speed is 30 mph on Lady Moon Drive. Harmony Strauss Cabin Kechter Rock Creek Ziegler Timberwood Lady Moon Precision Le Fever Cinquefoil Fossil Ridge High School Timberwood Technology Technology SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES HTP Retail TIS, August 2015 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES HTP Retail TIS, August 2015 Page 4 - Denotes Lane Ziegler Harmony HP East HP West Lady Moon DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 5 Existing Traffic Recent peak hour traffic volumes at the Harmony/Ziegler, Harmony/HP West, and Harmony/Lady Moon-HP East intersections are shown in Figure 3. The counts at the Harmony/Ziegler and Harmony/Lady Moon-HP East intersections were obtained by the City of Fort Collins in April and May 2013, respectively. The turning movement counts at the Harmony/HP West intersection were obtained in February 2015. Raw traffic count data is provided in Appendix B. Since there are no accesses or intersections between Lady Moon Drive and the HP West Access, the link volumes from the Harmony/Lady Moon intersection were used to determine the through volumes at the Harmony/HP West intersections. The traffic volumes were averaged/balanced between the key intersections, since the recent counts were performed on different days. The balanced recent peak hour traffic is shown in Figure 4. Existing Operation The Harmony/Ziegler, Harmony/HP West, and Harmony/Lady Moon-HP East intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections are currently operating acceptably with existing control, geometry, and signal timing in the morning and afternoon peak hours, except for the Harmony/Ziegler and Harmony/HP West intersections during the afternoon peak hour. With a small adjustment in the signal timing, the Harmony/Ziegler intersection can achieve acceptable operation. It is important to note that eastbound and northbound right-turn deceleration lanes are warranted with the existing traffic volumes. At the Harmony/HP West intersection, some movements (EB LT and SB LT) are shown to experience calculated delays commensurate with LOS F. During traffic counting, the actual observed delays for these movements averaged ≤20 seconds per vehicle. The calculated delays do not reflect the substantial gaps created by the Harmony/Lady Moon signal. Delays commensurate with level of service F are normal at stop sign controlled intersections along arterial streets in an urban area. The intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual. A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. The HTP Retail site is in an area termed “employment district,” which puts it in the category of “other” for analysis purposes. In areas termed “other,” 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. At unsignalized intersections, acceptable operation during the peak hours is defined as level of service E or better for any approach leg for an arterial/collector and level of service C or better for any approach leg for a local and collector/local intersection. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES HTP Retail TIS, August 2015 Page 6 Ziegler Harmony HP East 49/34 46/5 39/41 5/96 3/40 6/152 30/7 1392/2057 33/69 150/12 1805/1878 26/28 HP Wast 221/230 340/265 47/71 61/120 208/403 537/608 106/108 1043/1460 148/222 462/743 1287/1275 87/99 10/112 1/15 33/3 1826/2005 173/21 1454/2118 Lady Moon AM/PM BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 7 Ziegler Harmony HP East 49/34 46/5 39/41 5/96 3/40 6/152 30/7 1392/2057 33/69 150/12 1805/1878 26/28 HP Wast 221/230 340/265 47/71 61/120 208/403 537/608 106/108 1043/1460 148/222 462/743 1287/1275 87/99 10/112 1/15 33/3 1826/2005 173/21 1454/2118 Lady Moon DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Harmony/Ziegler (signal) EB LT E 55.0 E (E) 58.2 (59.2) EB T C 27.8 C (D) 29.1 (35.3) EB T/RT C 29.8 C (D) 32.2 (39.9) EB APPROACH C 30.7 C (D) 31.9 (38.2) WB LT E 60.6 F (E) 105.5 (70.6) WB T C 34.2 C (C) 30.3 (33.2) WB RT A 0.0 A (A) 0.0 (0.0) WB APPROACH D 35.9 D (D) 35.7 (35.9) NB LT D 37.2 D (D) 51.9 (48.0) NB T E 64.0 E (E) 63.1 (63.1) NB T/RT E 65.0 E (E) 65.1 (65.1) NB APPROACH D 54.4 E (E) 59.0 (57.3) SB LT E 69.6 F (E) 128.0 (78.4) SB T D 50.5 D (D) 54.5 (52.7) SB RT A 0.0 A (A) 0.0 (0.0) SB APPROACH E 64.3 F (E) 98.7 (68.2) OVERALL D 42.3 D (D) 50.5 (46.2) Harmony/HP West (stop sign) SB LT F 162.2 F 98.5 SB RT C 24.4 E 44.6 SB APPROACH E 36.9 F 51.0 EB LT F 396.0 E 42.2 Harmony/Lady Moon-HP East (signal) EB LT E 60.4 E 62.9 EB T B 17.0 C 21.7 EB RT A 6.3 A 3.6 EB APPROACH B 17.9 C 21.7 WB LT D 37.3 D 46.6 WB T A 7.2 A 9.2 WB RT A 4.6 A 0.0 WB APPROACH A 7.4 A 9.7 NB LT D 46.1 D 53.1 NB T D 50.6 E 55.7 NB RT A 0.0 A 0.0 NB APPROACH D 48.3 D 53.4 SB LT D 49.3 D 47.7 SB T/RT D 51.0 D 50.1 SB APPROACH D 49.8 D 48.4 OVERALL B 13.0 B 18.0 (*) Adjusted Timing DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 9 Pedestrian Facilities There are sidewalks along Harmony Road and Ziegler Road, adjacent to developed properties (Intel, Hewlett-Packard, etc.). There are sidewalks along the east side of Lady Moon Drive, between Harmony Road and Precision Drive. South of Precision Drive, there are sidewalks along both sides of Lady Moon Drive. Bicycle Facilities There are bicycle lanes along Harmony Road, Ziegler Road, and Lady Moon Drive within the study area. Transit Facilities Currently, this area of Fort Collins is served by Transfort Route 16. Route 16 operates along Harmony Road, Ziegler Road, Rock Creek Drive, and Lady Moon Drive. DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The proposed HTP Retail development will include retail, restaurant, hotel, and general office uses. Figure 5 shows a conceptual site plan of the HTP Retail site. The short range analysis (Year 2020) includes development of the HTP Retail site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range analysis year is considered to be 2035. The site plan shows that there will be two full-movement accesses to/from future Timberwood Drive and a right-in/right-out access to/from Lady Moon Drive. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9 th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the HTP Retail site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation for the HTP Retail site on a daily and peak hour basis. The trip generation for full development of the HTP Retail site resulted in 4308 daily trip ends, 360 morning peak hour trip ends, and 361 afternoon peak hour trip ends. Trip Distribution Trip distribution for the HTP Retail site was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in Fort Collins, and engineering judgment. Figure 6 shows the trip distribution for the short range (2020) and long range (2035) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figures 7 and 8 show the short range (2020) and long range (2035) full development site generated peak hour traffic assignment, respectively. Background Traffic Projections Figures 9 and 10 show the respective short range (2020) and long range (2035) background traffic projections. The short range (2020) background traffic was developed by generally increasing the existing traffic counts by two percent per year. The background traffic growth was agreed to by City of Fort Collins staff in the scoping SCALE: 1"=100' SITE PLAN Figure 5 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 11 Bldg. A Bldg. B Bldg. C Bldg. D Bldg. E Bldg. F DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 12 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Building A 932 Sit-down Restaurant 4.14 KSF 127.15 526 5.95 25 4.86 20 5.91 24 3.94 16 826 Specialty Retail 2.76 KSF 44.32 122 0.761 2 0.601 2 1.19 3 1.52 4 710 General Office 1.25 KSF 11.03 14 1.37 2 0.19 0 0.25 0 1.24 2 Building A Subtotal 662 29 22 27 22 Building B 932 Sit-down Restaurant 4.05 KSF 127.15 514 5.95 24 4.86 20 5.91 24 3.94 16 826 Specialty Retail 2.7 KSF 44.32 120 0.761 2 0.601 2 1.19 3 1.52 4 710 General Office 1.25 KSF 11.03 14 1.37 2 0.19 0 0.25 0 1.24 2 Building B Subtotal 648 28 22 27 22 Building C 932 Sit-down Restaurant 4.05 KSF 127.15 514 5.95 24 4.86 20 5.91 24 3.94 16 826 Specialty Retail 2.7 KSF 44.32 120 0.761 2 0.601 2 1.19 3 1.52 4 710 General Office 1.25 KSF 11.03 14 1.37 2 0.19 0 0.25 0 1.24 2 Building C Subtotal 648 28 22 27 22 Building D 932 Sit-down Restaurant 9.81 KSF 127.15 1248 5.95 58 4.86 48 5.91 58 3.94 39 826 Specialty Retail 6.54 KSF 44.32 290 0.761 5 0.601 4 1.19 8 1.52 10 710 General Office 1.25 KSF 11.03 14 1.37 2 0.19 0 0.25 0 1.24 2 Building D Subtotal 1552 65 52 66 51 Building E 310 Hotel 100 Rooms EQ 522 0.31 31 0.22 22 0.31 31 0.29 29 Building F 710 General Office 25.0 KSF 11.03 276 1.37 34 0.19 5 0.25 6 1.24 31 Total 4308 215 145 184 177 1 0.5 (PM Rate) & Reverse Directional Split Harmony Rock Creek Lady Moon Cinquefoil Technology Timberwood Le Fever Precision 55% 20% nominal 25% SCALE: 1"=500' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 13 SHORT RANGE (2020) SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 14 Ziegler HP West Harmony Lady Moon 42/58 RT Access HP East 38/33 29/26 11/10 RT Access Timberwood 47/49 28/32 39/38 28/40 60/57 44/33 34/23 39/38 28/40 31/46 44/33 28/32 Access A Access B Timberwood Intel Banner AM/PM 104/90 75/89 Technology 27/19 27/19 45/32 17/19 29/31 17/19 -10/-19 2/2 -3/-18 102/88 73/88 2/1 -15/-25 54/50 -14/-26 13/9 LONG RANGE (2035) SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 15 Ziegler 52/57 13/9 13/19 RT Access HP West Harmony Lady Moon RT Access HP East RT Access Timberwood Intel Banner AM/PM Rounded to Nearest 5 Vehicles Access A Access B Timberwood 9/6 27/19 45/32 17/19 29/31 6/6 41/58 38/33 28/26 7/6 47/46 24/28 29/29 27/36 64/61 46/35 25/17 29/29 27/36 27/42 46/35 24/28 -11/-19 2/2 -4/-18 85/75 63/75 2/1 SHORT RANGE (2020) BACKGROUND PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 16 254/264 392/307 56/86 74/165 242/466 590/679 164/133 1153/1645 170/255 514/834 1449/1434 103/118 Ziegler HP West 2/36 NOM 1/10 12/134 NOM 4/58 173/21 1596/2382 30/7 52/7 2052/2216 9/2 Harmony Lady Moon 204/130 10/6 24/46 RT Access HP East 104/101 46/5 78/70 1483/2319 88/124 5/96 3/40 5/106 30/7 150/12 2004/2028 66/78 Intel Banner AM/PM 39/9 3/46 LONG RANGE (2035) BACKGROUND PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 17 255/335 485/455 85/115 85/180 370/575 625/570 175/145 1935/1735 245/285 440/860 1370/2160 130/160 Ziegler 65/525 5/0 15/50 RT Access HP West 50/365 NOM 30/210 15/135 NOM 10/75 175/25 2125/2315 345/80 55/10 1875/2680 225/50 50/15 385/90 135/25 15/60 NOM 5/20 20/5 45/395 85/35 10/70 NOM 15/95 Harmony Lady Moon 295/630 20/15 55/120 RT Access HP East DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 18 discussions. With the construction of Technology Parkway, a portion of the site traffic to/from the Intel facility will use the Harmony/Technology intersection. Redistribution of Intel traffic was based upon the number of parking spaces in the various lots around the site. In the long range (2035) future, existing traffic volumes were factored by one percent per year and the entire Harmony Tech Park was assumed to be built and occupied. For Harmony Road, the existing volumes east of Lady Moon Drive were factored by one percent per year to get the long range (2035) total traffic (site plus background). The site traffic was then backed out of the volumes to get the long range (2035) background peak hour traffic at the intersections along Harmony Road. Total Traffic Forecasts Figures 11 and 12 show the respective short range (2020) and long range (2035) total (site plus background) peak hour traffic assignment. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The Harmony/ Ziegler and Harmony/Lady Moon-HP East intersections are currently signalized. In the short range (2020) future at the Harmony/Technology intersection, it is important to determine the level of development that will trigger the installation of the signal. The short range (2020) total peak hour signal warrant for the Harmony/Technology intersection is provided in Appendix D. The threshold volume for warranting a signal is 75 vehicles per hour (vph). With the Intel traffic redistribution, the number of northbound left-turning vehicles at the Harmony/Technology intersection would be 2 in the morning peak hour and 36 in the afternoon peak hour. Therefore, a total of 73 morning peak hour and 39 afternoon peak hour northbound left-turning vehicles would need to be produced by the HTP Retail development in order to warrant a signal at the Harmony/Technology intersection. It is difficult to determine a flat level of development of the HTP Retail site to warrant the signal since some of the land uses have passby traffic rates applied to them. However, based upon the short range (2020) site generated peak hour traffic, generally development of approximately 45 percent of the HTP Retail site will warrant the signal at the Harmony/Technology-HP West intersection. For example, construction of Buildings A, B, C, and the Hotel would warrant the signal; or construction of Building D and the Hotel (or almost any other single building) would warrant the signal. It is important to note that it is likely that more of the site traffic from HP/Avago will utilize the Harmony/Technology-HP West intersection when it is signalized. This assumed redistribution of HP/Avago traffic is reflected in the short range (2020) peak hour traffic forecasts. SHORT RANGE (2020) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 19 Ziegler HP West 75/124 NOM 3/11 12/134 NOM 4/58 173/21 1593/2364 132/95 52/7 2042/2197 11/4 Harmony Lady Moon 246/188 10/6 24/46 RT Access HP East 38/33 186/268 11/10 RT Access Timberwood 29/26 97/212 71/40 42/58 NOM 17/20 44/35 208/124 42/24 6/12 NOM 28/52 111/109 46/5 113/120 1469/2293 101/133 5/96 3/40 5/106 30/7 150/12 1989/2003 LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 20 255/335 485/455 95/120 85/180 370/575 650/590 175/145 1980/1770 245/285 460/880 1400/2195 135/165 Ziegler 115/580 20/10 30/70 RT Access HP West 115/440 NOM 30/210 15/135 NOM 10/75 175/25 2120/2300 430/155 55/10 1865/2665 225/50 50/15 385/90 220/100 15/60 NOM 5/20 20/5 60/405 110/55 60/125 NOM 40/120 Harmony Lady Moon 335/690 20/15 55/120 RT Access HP East DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 21 Geometry Figure 13 shows a schematic of the short range (2020) geometry. As mentioned earlier, eastbound and northbound right-turn deceleration/storage lanes are warranted with the existing traffic volumes at the Harmony/Ziegler intersection. According to Figure 8-4, LCUASS, a right-turn deceleration lane is required on an arterial street with three through-lanes in each direction when the right-turn volume exceeds 200 vph. Figure 14 shows a schematic of the long range (2035) geometry. The geometry at the Harmony/Ziegler intersection in the long range future reflects the maximum practical geometry. Operation Analysis Operation analyses were performed at the Harmony/Ziegler, Harmony/Technology- HP West, Harmony/Lady Moon-HP East, Lady Moon/Timberwood, Technology/ Timberwood, and the Site Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2020 and 2035 conditions, respectively. The long range (2035) analyses are provided for informational purposes. Using the traffic volumes shown in Figure 9, the key intersections operate in the short range (2020) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The key intersections will operate acceptably during the peak hours, except for the Harmony/Ziegler intersection during the afternoon peak hour. As mentioned with the current traffic volumes and under the Geometry section, eastbound and northbound right-turn deceleration/storage lanes are warranted with the existing traffic volumes. Providing these right-turn lanes will improve the operation/reduce the delay of the LOS F movements, with adjustments to the signal timing. Using the traffic volumes shown in Figure 10, the key intersections operate in the long range (2035) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The analysis assumed right-turn lanes on all legs of the Harmony/Ziegler intersection. The Harmony/Ziegler intersection will not achieve level of service E or better for all movements or achieve level of service D or better overall during both peak hours with single eastbound and westbound left-turn lanes. The intersection was also analyzed with dual eastbound and westbound left-turn lanes. This helped to mitigate most of the unacceptable levels of service. Selected traffic movements at the Harmony/Ziegler intersection are very high. Unless some traffic seeks alternative routes, there is little that can be practically done to mitigate the calculated delay. The Lady Moon/Timberwood-Banner intersection will not achieve level of service E or better for the eastbound approach during the afternoon peak hour. The other key intersections will operate acceptably. SHORT RANGE (2020) GEOMETRY Figure 13 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 22 Ziegler HP West Harmony Lady Moon HP East Timberwood Access A Access B Timberwood Intel Banner Technology RT Access RT Access - Required/Proposed Lane - Existing Lane LONG RANGE (2035) GEOMETRY Figure 14 DELICH ASSOCIATES HTP Retail TIS, September 2015 Page 34 Ziegler HP West Harmony Lady Moon HP East Timberwood Intel Banner Access A Access B Timberwood Technology RT Access RT Access RT Access - Denotes Lane DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 24 TABLE 3 Short Range (2020) Background Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Harmony/Ziegler (signal) (With existing geometry) EB LT E 77.3 F† 82.2 EB T C 34.7 D 49.5 EB T/RT D 38.0 E 59.9 EB APPROACH D 40.5 D 55.0 WB LT E 60.3 F† 89.5 WB T D 45.1 D 37.1 WB RT A 0.0 A 0.0 WB APPROACH D 46.1 D 41.1 NB LT D 38.2 D 47.4 NB T E 68.6 E 68.0 NB T/RT E 69.6 E 70.5 NB APPROACH E 57.8 E 60.2 SB LT E 70.8 F† 82.8 SB T D 54.6 D 51.7 SB RT A 0.0 A 0.0 SB APPROACH E 66.1 E 70.2 OVERALL D 49.7 D 54.8 Harmony/Ziegler (signal) (With EB & NB RT Lanes) EB LT E 77.3 E 66.2 EB T C 31.6 D 37.9 EB RT C 25.4 C 25.5 EB APPROACH D 36.5 D 39.0 WB LT E 60.3 E 69.6 WB T D 45.1 D 38.5 WB RT A 0.0 A 0.0 WB APPROACH D 46.1 D 40.9 NB LT D 38.7 D 49.2 NB T E 59.8 E 60.6 NB RT A 0.0 A 0.0 NB APPROACH D 51.5 E 55.3 SB LT E 62.8 E 71.9 SB T D 54.6 D 52.2 SB RT A 0.0 A 0.0 SB APPROACH E 60.4 E 63.9 OVERALL D 46.5 D 46.8 Continued on next page † Does not meet the LOS standard DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 25 Continued from previous page TABLE 3 Short Range (2020) Background Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Harmony/Technology-HP West (signal) EB LT E 56.9 E 58.6 EB T B 13.0 B 19.0 EB RT A 8.3 A 0.0 EB APPROACH B 17.3 B 19.4 WB LT D 53.8 D 53.3 WB T C 20.9 A 7.7 WB T/RT C 22.3 A 7.7 WB APPROACH C 21.6 A 8.1 NB LT D 40.9 D 39.2 NB T/RT A 0.0 A 0.0 NB APPROACH D 40.9 D 39.2 SB LT D 41.0 D 40.3 SB T/RT A 0.0 A 0.0 SB APPROACH D 41.0 D 40.3 OVERALL B 19.6 B 19.2 Harmony/Lady Moon-HP East (signal) EB LT E 62.8 E 59.9 EB T A 0.9 A 1.7 EB RT A 0.1 A 0.1 EB APPROACH A 2.1 A 1.9 WB LT D 40.8 D 46.4 WB T A 8.7 A 8.6 WB RT A 5.0 A 0.0 WB APPROACH A 9.5 A 9.9 NB LT D 51.7 D 51.9 NB T D 52.2 D 54.9 NB RT A 0.0 A 0.0 NB APPROACH D 51.9 D 52.1 SB LT D 54.3 D 49.0 SB T/RT E 55.9 E 60.3 SB APPROACH D 54.8 D 53.2 OVERALL A 8.2 A 8.3 Lady Moon/RT Access (RT-in/RT-out) WB RT A 9.7 A 9.3 Lady Moon/Banner (stop sign) WB LT/RT B 12.7 B 12.4 SB LT A 8.0 A 7.7 DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 26 TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Harmony/Ziegler (signal) (With single EB & WB LT Lanes) EB LT E 68.6 F‡ 90.2 EB T D 46.4 C 31.3 EB RT C 23.2 C 21.1 EB APPROACH D 46.8 C 34.8 WB LT E 76.5 E 58.2 WB T D 37.0 D 40.4 WB RT A 0.0 A 0.0 WB APPROACH D 40.4 D 41.6 NB LT D 43.1 F‡ 100.7 NB T E 57.2 F‡ 135.4 NB RT A 0.0 A 0.0 NB APPROACH E 56.5 F‡ 120.7 SB LT F‡ 222.0 F‡ 91.3 SB T D 53.3 F‡ 85.7 SB RT A 0.0 A 0.0 SB APPROACH F‡ 159.3 F‡ 88.5 OVERALL E‡ 67.2 E‡ 57.9 Harmony/Ziegler (signal) (With dual EB & WB LT Lanes) EB LT E 61.2 F‡ 82.7 EB T D 48.9 C 31.0 EB RT C 23.6 C 20.9 EB APPROACH D 48.4 C 34.1 WB LT E 58.2 E 56.4 WB T C 34.7 D 40.4 WB RT A 0.0 A 0.0 WB APPROACH D 36.7 D 41.5 NB LT D 37.8 E 64.4 NB T E 69.0 E 74.1 NB RT A 0.0 A 0.0 NB APPROACH E 67.4 E 70.0 SB LT E 63.3 E 67.4 SB T D 52.6 E 60.3 SB RT A 0.0 A 0.0 SB APPROACH E 59.3 E 63.8 OVERALL D 49.0 D 46.8 Continued on next page ‡ Does not meet LOS standard DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 27 Continued from previous page TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Harmony/Technology-HP West (signal) EB LT D 53.2 E 61.6 EB T A 9.2 C 24.1 EB RT A 5.9 B 12.4 EB APPROACH B 12.0 C 24.4 WB LT E 66.8 E 61.5 WB T A 6.9 C 29.2 WB T/RT A 7.0 C 33.0 WB APPROACH B 13.2 C 31.1 NB LT E 59.0 E 59.3 NB T/RT A 0.0 D 43.3 NB APPROACH E 59.0 E 55.5 SB LT E 64.0 E 69.7 SB T/RT A 0.0 A 0.0 SB APPROACH E 64.0 E 69.7 OVERALL B 13.2 C 30.9 Harmony/Lady Moon-HP East (signal) EB LT E 57.7 E 61.0 EB T A 0.6 D 36.3 EB RT A 0.4 A 6.1 EB APPROACH A 4.0 C 35.0 WB LT D 48.6 D 52.2 WB T B 14.1 B 16.1 WB RT A 8.9 A 0.0 WB APPROACH B 18.6 B 19.6 NB LT E 55.6 E 62.6 NB T/RT D 49.5 D 52.6 NB APPROACH D 54.1 E 61.1 SB LT E 62.8 E 69.3 SB T E 0.055.8 E 59.5 SB RT A 0.0 A 0.0 SB APPROACH E 59.3 E 67.1 OVERALL B 14.7 C 32.6 Continued on next page DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 28 Continued from previous page TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Lady Moon/RT Access (RT-in/RT-out) WB RT B 10.4 C 15.9 Lady Moon/Timberwood- Banner (stop sign) EB LT/T E 46.3 F§ 132.8 EB RT B 11.3 B 10.8 EB APPROACH E 36.8 F§ 96.2 WB LT/T/RT E 47.6 F§ 53.9 NB LT A 8.6 A 8.1 SB LT A 8.5 A 8.8 Timberwood/Access A (stop sign) NB LT/RT A 9.5 A 9.8 WB LT/T A 7.6 A 7.4 Timberwood/Access B (stop sign) NB LT/T/RT B 10.4 A 9.5 SB LT/T/RT A 8.4 A 9.2 EB LT/T/RT A 7.4 A 7.5 WB LT/T/RT A 7.5 A 7.3 Technology/Timberwood-Intel (stop sign) EB LT/T/RT C 18.1 C 15.6 WB LT/T C 20.2 C 17.4 WB RT A 8.8 B 11.6 WB APPROACH C 15.6 B 14.9 NB LT A 8.3 A 7.4 SB LT A 7.8 A 8.3 Technology/RT Access (RT-in/RT-out) WB RT A 8.7 B 12.5 § Does not meet LOS standard DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 29 Using the traffic volumes shown in Figure 11, the key intersections operate in the short range (2020) total traffic future, with recommended control, as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The key intersections will operate acceptably during the peak hours, except for the Harmony/Ziegler intersection. The southbound left-turn movement will experience delays commensurate with level of service F during the morning peak hour. Many movements, as well as the overall operation of the intersection will operate unacceptably during the afternoon peak hour. As mentioned earlier, eastbound and northbound right-turn deceleration/storage lanes are warranted with the existing traffic volumes. Providing these right-turn lanes will improve the operation/reduce the delay of the LOS F movements, with adjustments to the signal timing. Using the traffic volumes shown in Figure 12, the key intersections operate in the long range (2035) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The analysis assumed right-turn lanes on all legs of the Harmony/Ziegler intersection. As with the long range (2035) background traffic, the Harmony/Ziegler intersection will not achieve level of service E or better for all movements or achieve level of service D or better overall during both peak hours with single eastbound and westbound left-turn lanes. The intersection was also analyzed with dual eastbound and westbound left-turn lanes. This helped to mitigate most of the unacceptable levels of service. Selected traffic movements at the Harmony/Ziegler intersection are very high. Unless some traffic seeks alternative routes, there is little that can be practically done to mitigate the calculated delay. The Lady Moon/Timberwood-Banner intersection will not achieve level of service E or better for the eastbound approach during the afternoon peak hour. The other key intersections will operate acceptably. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the HTP Retail site. There will be three pedestrian destinations within 1320 feet of the HTP Retail. These are: 1) Avago to the north of the site; 2) the Banner Medical Campus to the east of the site; and 3) Intel. This site is in an area type termed “other.” The level of service determination assumes that future developments will build their streets and adjacent streets in accordance with Fort Collins Standards. This being the case, pedestrian facilities will exist where they currently do not. This is a reasonable assumption. The Pedestrian LOS Worksheet is provided in Appendix I. The minimum level of service for “other” is C for all categories. With the assumed future pedestrian facilities along future streets, the pedestrian level of service will be acceptable. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there are no bicycle destinations within 1320 feet of the HTP Retail. DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 30 TABLE 5 Short Range (2020) Total Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Harmony/Ziegler (signal) (With existing geometry) EB LT E 77.3 F** 82.2 EB T D 36.4 D 52.2 EB T/RT D 40.2 E 63.5 EB APPROACH D 42.0 E 57.8 WB LT E 66.6 F** 109.0 WB T D 48.1 D 36.3 WB RT A 0.0 A 0.0 WB APPROACH D 49.5 D 42.5 NB LT D 37.5 D 46.9 NB T E 72.7 E 69.2 NB T/RT E 74.7 E 72.4 NB APPROACH E 61.0 E 61.0 SB LT F** 81.4 F** 90.8 SB T D 54.6 D 51.7 SB RT A 0.0 A 0.0 SB APPROACH E 73.8 E 75.2 OVERALL D 53.3 E** 57.4 Harmony/Ziegler (signal) (With EB & NB RT Lanes) EB LT E 77.3 E 62.4 EB T C 32.9 D 39.0 EB RT C 25.0 C 25.6 EB APPROACH D 37.6 D 39.6 WB LT E 66.6 E 70.0 WB T D 48.1 D 37.6 WB RT A 0.0 A 0.0 WB APPROACH D 49.5 D 40.4 NB LT D 38.7 D 49.2 NB T E 59.8 E 60.6 NB RT A 0.0 A 0.0 NB APPROACH D 51.5 E 55.3 SB LT E 70.4 E 79.0 SB T D 54.6 D 52.2 SB RT A 0.0 A 0.0 SB APPROACH E 66.0 E 68.3 OVERALL D 49.1 D 47.8 Continued on next page ** Does not meet LOS standard DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 31 Continued from previous page TABLE 5 Short Range (2020) Total Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Harmony/Technology-HP West (signal) EB LT E 56.0 E 58.4 EB T B 12.9 B 18.9 EB RT A 8.8 B 10.2 EB APPROACH B 16.8 B 19.0 WB LT D 53.9 D 53.4 WB T C 20.8 B 13.4 WB T/RT C 22.2 B 13.9 WB APPROACH C 21.5 B 13.7 NB LT D 45.5 D 46.9 NB T/RT A 0.0 A 0.0 NB APPROACH D 45.5 D 46.9 SB LT D 41.0 D 40.3 SB T/RT A 0.0 D 39.5 SB APPROACH D 41.0 D 40.0 OVERALL B 19.8 B 17.7 Harmony/Lady Moon-HP East (signal) EB LT E 62.7 E 60.1 EB T A 0.9 A 1.8 EB RT A 0.1 A 0.1 EB APPROACH A 2.0 A 1.9 WB LT D 42.7 D 48.8 WB T A 8.6 A 8.5 WB RT A 5.0 A 0.0 WB APPROACH B 10.3 B 10.9 NB LT D 52.8 D 53.1 NB T D 52.2 D 54.9 NB RT A 0.0 A 0.0 NB APPROACH D 52.6 D 53.2 SB LT D 54.3 D 49.0 SB T/RT E 55.9 E 60.3 SB APPROACH D 54.8 D 53.2 OVERALL A 8.8 A 8.9 Continued on next page DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 32 Continued from previous page TABLE 5 Short Range (2020) Total Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Lady Moon/RT Access (RT-in/RT-out) EB RT A 9.6 B 10.2 WB RT B 10.0 A 9.7 Lady Moon/Timberwood- Banner (stop sign) EB LT/T C 17.5 C 16.5 EB RT A 9.0 A 9.8 EB APPROACH C 15.1 B 14.8 WB LT/T/RT C 15.9 C 15.3 NB LT A 7.6 A 7.9 SB LT A 8.0 A 7.7 Timberwood/Access A (stop sign) SB LT/RT A 9.6 A 9.6 EB LT/T A 7.5 A 7.4 Timberwood/Access B (stop sign) SB LT/RT A 9.6 A 9.7 EB LT/T A 7.5 A 7.5 DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 33 TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Harmony/Ziegler (signal) (With single EB & WB LT Lanes) EB LT E 68.6 F†† 90.2 EB T D 50.6 C 32.3 EB RT C 23.2 C 21.4 EB APPROACH D 50.4 D 35.6 WB LT F†† 81.6 E 58.0 WB T D 37.5 D 43.3 WB RT A 0.0 A 0.0 WB APPROACH D 41.4 D 44.3 NB LT D 47.0 F†† 100.7 NB T E 57.1 F†† 135.4 NB RT A 0.0 A 0.0 NB APPROACH D 53.6 F†† 120.7 SB LT F†† 244.9 F†† 101.2 SB T D 53.3 F†† 85.7 SB RT A 0.0 A 0.0 SB APPROACH F†† 175.4 F†† 93.6 OVERALL E†† 71.2 E†† 60.0 Harmony/Ziegler (signal) (With Dual EB-WB LT Lanes) EB LT E 61.2 F†† 82.7 EB T D 54.9 C 31.8 EB RT C 23.7 C 21.1 EB APPROACH D 53.5 C 34.7 WB LT E 58.1 E 55.8 WB T C 34.9 D 42.1 WB RT A 0.0 A 0.0 WB APPROACH D 37.0 D 43.0 NB LT D 40.9 E 64.4 NB T E 69.0 E 74.1 NB RT A 0.0 A 0.0 NB APPROACH E 59.3 E 70.0 SB LT E 69.8 E 73.4 SB T D 52.6 E 60.3 SB RT A 0.0 A 0.0 SB APPROACH E 63.6 E 67.0 OVERALL D 51.6 D 48.1 Continued on next page †† Does not meet LOS standard DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 34 Continued from previous page TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Harmony/Technology-HP West (signal) EB LT D 53.2 E 61.2 EB T B 10.6 C 23.8 EB RT A 7.1 B 13.0 EB APPROACH B 13.2 C 23.8 WB LT E 66.9 E 61.6 WB T A 8.1 C 28.7 WB T/RT A 8.3 C 32.3 WB APPROACH B 14.3 C 30.5 NB LT E 58.5 E 64.6 NB T/RT A 0.0 D 43.3 NB APPROACH E 58.5 E 60.2 SB LT E 64.0 E 69.7 SB T/RT A 0.0 A 0.0 SB APPROACH E 64.0 E 69.7 OVERALL B 14.9 C 31.1 Harmony/Lady Moon-HP East (signal) EB LT E 57.7 E 61.0 EB T A 0.6 D 35.0 EB RT A 0.4 A 6.2 EB APPROACH A 4.0 C 33.6 WB LT D 52.4 E 57.2 WB T B 14.1 B 16.1 WB RT A 9.0 A 0.0 WB APPROACH B 20.0 C 20.9 NB LT E 55.7 E 64.8 NB T/RT D 50.1 E 67.1 NB APPROACH D 54.1 E 65.3 SB LT E 62.8 E 69.3 SB T E 55.7 E 58.8 SB RT A 0.0 A 0.0 SB APPROACH E 59.3 E 67.0 OVERALL B 15.6 C 33.2 Lady Moon/RT Access (RT-in/RT-out) EB RT B 14.1 B 11.7 WB RT B 10.8 C 17.2 Continued on next page DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 35 Continued from previous page TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM Delay (secs) PM Delay (secs) Lady Moon/Timberwood- Banner (stop sign) EB LT/T F‡‡ 122.1 F‡‡ 426.6 EB RT B 11.6 B 11.1 EB APPROACH F‡‡ 95.8 F‡‡ 322.7 WB LT/T/RT F‡‡ 63.7 F‡‡ 70.8 NB LT A 8.8 A 8.2 SB LT A 8.5 A 8.8 Timberwood/Access A (stop sign) NB LT/T/RT B 10.5 B 11.1 SB LT/T/RT B 11.6 B 11.1 EB LT/T/RT A 7.5 A 7.5 WB LT/T/RT A 7.7 A 7.4 Timberwood/Access B (stop sign) NB LT/T/RT B 12.8 B 11.2 SB LT/T/RT B 11.5 B 11.1 EB LT/T/RT A 7.7 A 7.8 WB LT/T/RT A 7.6 A 7.4 Technology/Timberwood-Intel (stop sign) EB LT/T/RT D 26.2 C 23.4 WB LT/T C 20.5 D 28.4 WB RT A 8.1 B 12.6 WB APPROACH C 20.5 C 20.3 NB LT A 8.3 A 7.4 SB LT A 8.1 A 8.7 Technology/RT Access (RT-in/RT-out) WB RT A 9.1 B 13.6 ‡‡ Does not meet LOS standard DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 36 Transit Level of Service Currently, this area of Fort Collins is served by Transfort Route 16. Route 16 operates along Harmony Road, Ziegler Road, Rock Creek Drive, and Lady Moon Drive. According to the Fort Collins Transit System Plan, Harmony Road will be an enhanced transit corridor with 10 minute service and Ziegler Road will have a feeder route with 30 minute service. Transit level of service will be in the B category. DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 37 IV. CONCLUSIONS This study assessed the impacts of the HTP Retail site on the street system in the vicinity of the proposed development in the short range (2020) and long range (2035) future. As a result of this analysis, the following is concluded: - The development of HTP Retail is feasible from a traffic engineering standpoint. The trip generation for the HTP Retail development resulted in 4308 daily trip ends, 360 morning peak hour trip ends, and 361 afternoon peak hour trip ends. - The key intersections operate acceptably with the existing traffic and geometry, with timing adjustments at the Harmony/Ziegler intersection. - The Harmony/Ziegler and Harmony/Lady Moon-HP East intersections are currently signalized. A signal will be warranted at the Harmony/Technology-HP West intersection. It is difficult to determine a flat level of development of the HTP Retail site to warrant the signal since some of the land uses have passby traffic rates applied to them. However, based upon the short range (2020) site generated peak hour traffic, generally development of approximately 45 percent of the HTP Retail site will warrant the signal at the Harmony/Technology-HP West intersection. For example, construction of Buildings A, B, C, and the Hotel would warrant the signal; or construction of Building D and the Hotel (or almost any other single building) would warrant the signal. It is important to note that it is likely that more of the site traffic from HP/Avago will utilize the Harmony/Technology-HP West intersection when it is signalized. - In the short range (2020) future, given development of the HTP Retail site and an increase in background traffic, the key intersections will operate acceptably, except for the Harmony/Ziegler intersection during the afternoon peak hour. Eastbound and northbound right-turn deceleration/storage lanes are warranted with the existing traffic volumes. Providing these right-turn lanes will improve the operation/reduce the delay of the LOS F movements, with adjustments to the signal timing. Selected traffic movements at the Harmony/Ziegler intersection are very high. Unless some traffic seeks alternative routes, there is little that can be practically done to mitigate the calculated delay. - In the long range (2035) future, given development of the HTP Retail site and an increase in background traffic, the Harmony/Ziegler intersection will not achieve level of service E or better for all movements or achieve level of service D or better overall during both peak hours with single eastbound and westbound left-turn lanes. The intersection was also analyzed with dual eastbound and westbound left-turn lanes. This helped to mitigate most of the unacceptable levels of service. Selected traffic movements at the Harmony/Ziegler intersection are very high. Unless some traffic seeks alternative routes, there is little that can be practically done to mitigate the calculated delay. The Lady Moon/Timberwood-Banner intersection will not achieve level of service E or better for the eastbound approach during the afternoon peak hour. The other key intersections will operate acceptably. DELICH HTP Retail TIS, September 2015 ASSOCIATES Page 38 - The short range (2020) geometry is shown in Figure 13. As mentioned earlier, eastbound and northbound right-turn deceleration/storage lanes are warranted with the existing traffic volumes at the Harmony/Ziegler intersection. According to Figure 8-4, LCUASS, a right-turn deceleration lane is required on an arterial street with three through-lanes in each direction when the right-turn volume exceeds 200 vph. - The long range (2035) geometry is shown in Figure 14. This is the maximum practical geometry at the key intersections. - Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area. APPENDIX A HARMONY TECH PARK I FORT COLLINS -------------------------------------------------HARMONY -----ROAD -------------------------------------- PEDESTRIAN CONNECTION PEO€STiIJAN CONNfCTION I ~ ~ " ~ ~.,. t ~o I 110 I &I OFEI!T CD HOATli t • ~ tl ""~O HA f< votV P .,----. I~CL.f ~i2r~ l?e'AIL / (!OMi'1&f?(' rile Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out @ Cf~2. 'S I r -'towlJ ~ es T 4.14 ~f: IZ7.tS 52to 6'/f~ 26 4.8ft> 2.D 5'. q ( 2.4- !I..Cf4 10 ~z(o ~e-TAIL Z."7fJ> ~J: 44."£ IZl- O.7U/ z o·(pd z: I.{ ~ .3 1••52- 4- 710 01= F (CG" I.Z'5 'f$~ II.v3 /4- I. ?> 7 z. O.let 0 o.es 0 1..24- 2- /p(p2. z1 22. 27 zZ- /B) 93Z ~)l\ -i::o~eesr. 4.os-~ IZ7. t5 G"j4- £,;q;;- 2.4- 4.86> 2.0 5,9 , 24- ~.q4 /(0 ~Z~ f2€-rAII..... ~. 7~SF 44.~ 12.0 --I Z I),bet z. 1.( g 3 4- (J.76 I.!TZ 110 Dr- PIGF J .2";)-(::5P- 11.03 14 1.37 Z. t>.l'f 0 o. t;:r 0 I.z4- Z- 048 28 zZ- 27 z.z.. (9 q~2 S, r- ~AA) eeS7 4~o~ I z7.(~ tt/4 cse 2.4- 4.8(0 1.0 f:.q ( l&- ~.q4 )~ 6Z~ Re--r-A IL. Z.7 jJ.-SJ: 44.-32- 12-0 t>.76 'f Z. o.bO" z. 1.(9 3 1.52 .4- 710 C) J:"'F let I. Z t;"1t) 1= il.03 14- 1;~7 Z O. r~ 0 0.2£ o /.24 z, ~48 z8 zz.. 27 z.2: (f5) 932 Srr~ ~.., q.8(~P 127.(5 /24.B 5~9~-~73~.&Y~ 48 6:q J 5"8 3.Q4- 31 S2G eETA If..- t..".~4~p4432- l'to O.7b">J 5"" O.~tI~ 4- /.1 q 8 1.6-:2, 10 710 OFP-IC€ 1.-ZS-rsP I(.O~ 14 /.37 Z ~.19 0 o.zs: 0 t.e« Z 155l (OS" 5Z ~b 51 (9 310 J-Io.19 ......,• -e c- loO~~ 1;6- 522- c>•.~1 5 I O.,Zl zz o.3f 31 D.ZCj 29 itO OFf:IC.& 2.,~£)~F tl. 03 Z7f9 1.~7 34 D. [~ ~ 0,2-6 (p /.2. + 31 -r~-rAL- 4305 .2.\6" 14s f~ 4- /71 - APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 4/11/2013 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/Ziegler S = straight L = left turn Time Northbound: Ziegler Southbound: Ziegler 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 73 106 20 199 163 68 6 237 436 31 291 48 370 21 326 122 469 839 1275 7:45 65 111 10 186 141 66 11 218 404 19 258 50 327 27 375 148 550 877 1281 8:00 48 69 9 126 120 45 20 185 311 25 248 30 303 29 302 105 436 739 1050 8:15 31 48 7 86 120 45 24 189 275 31 259 31 321 17 308 95 420 741 1016 7:30-8:30 217 334 46 597 544 224 61 829 1426 106 1056 159 1321 94 1311 470 1875 3196 4622 PHF 0.74 0.75 0.58 0.75 0.83 0.82 0.64 0.87 0.85 0.91 0.8 0.89 0.81 0.87 0.79 0.85 0.9 4:30 56 68 16 140 148 89 29 266 406 25 386 34 445 22 321 172 515 960 1366 4:45 69 75 18 162 171 107 27 305 467 25 318 58 401 22 335 151 508 909 1376 5:00 58 72 32 162 131 83 35 249 411 32 426 50 508 25 342 256 623 1131 1542 5:15 73 80 14 167 172 112 29 313 480 26 363 73 462 27 352 208 587 1049 1529 4:30-5:30 256 295 80 631 622 391 120 1133 1764 108 1493 215 1816 96 1350 787 2233 4049 5813 PHF 0.88 0.92 0.63 0.94 0.9 0.87 0.86 0.9 0.84 0.88 0.74 0.89 0.89 0.96 0.77 0.9 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5-21-13 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/Lady Moon-HP East Access S = straight L = left turn Time Northbound: Lady Moon Southbound: HP East Acces 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 13 10 20 43 0 0 1 1 44 11 437 6 454 8 458 35 501 955 999 7:45 12 12 11 35 1 1 1 3 38 8 340 10 358 9 471 38 518 876 914 8:00 14 14 6 34 2 2 1 5 39 7 288 8 303 2 420 51 473 776 815 8:15 9 10 2 21 3 0 2 5 26 4 307 9 320 7 417 26 450 770 796 7:30-8:30 48 46 39 133 6 3 5 14 147 30 1372 33 1435 26 1766 150 1942 3377 3524 PHF 0.86 0.82 0.49 0.77 0.5 0.38 0.63 0.7 0.68 0.78 0.83 0.79 0.72 0.94 0.74 0.94 0.88 4:30 7 1 14 22 36 4 25 65 87 1 478 9 488 12 445 3 460 948 1035 4:45 5 0 11 16 30 8 14 52 68 2 482 14 498 5 492 2 499 997 1065 5:00 11 1 12 24 56 17 29 102 126 0 508 23 531 8 433 5 446 977 1103 5:15 9 3 4 16 30 11 28 69 85 4 534 21 559 3 393 2 398 957 1042 4:30-5:30 32 5 41 78 152 40 96 288 366 7 2002 67 2076 28 1763 12 1803 3879 4245 PHF 0.73 0.42 0.73 0.81 0.68 0.59 0.83 0.71 0.44 0.94 0.73 0.93 0.58 0.9 0.6 0.9 0.96 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/3/2015 Observer: Matt Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/HP-Avago West S = straight L = left turn Time Northbound: Southbound: HP-Avago Wes Total Eastbound: Harmony Westbound: Harmony Total Total Begins L S R Total L S R Total north/south UT L S R Total L S R Total east/west All 7:30 0 0 1 1 1 0 31 454 485 466 6 472 957 958 7:45 0 0 4 4 4 1 53 358 412 473 11 484 896 900 8:00 0 1 1 2 2 0 42 302 344 425 10 435 779 781 8:15 0 0 4 4 4 0 46 320 366 422 6 428 794 798 7:30-8:30 0 0 0 0 1 0 10 11 11 1 172 1434 0 1607 0 1786 33 1819 3426 3437 PHF n/a n/a n/a n/a 0.25 n/a 0.63 0.69 0.25 0.81 0.79 n/a 0.83 n/a 0.94 0.75 0.94 0.9 4:30 0 6 27 33 33 1 3 482 486 477 0 477 963 996 4:45 0 2 15 17 17 2 3 496 501 510 1 511 1012 1029 5:00 0 3 39 42 42 0 5 528 533 473 0 473 1006 1048 5:15 0 4 31 35 35 2 5 555 562 428 2 430 992 1027 4:30-5:30 0 0 0 0 15 0 112 127 127 5 16 2061 0 2082 0 1888 3 1891 3973 4100 PHF n/a n/a n/a n/a 0.63 n/a 0.72 0.76 0.63 0.8 0.93 n/a 0.93 n/a 0.93 0.38 0.93 0.98 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 12: Harmony & Ziegler 8/21/2015 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 106 1043 148 87 1287 462 221 340 47 537 208 61 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1900 1863 1863 1937 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 118 1159 145 97 1430 0 246 378 42 597 231 0 Adj No. of Lanes 130131220221 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 176 1874 234 137 1849 599 725 459 51 626 339 152 Arrive On Green 0.10 0.41 0.40 0.08 0.36 0.00 0.21 0.14 0.13 0.18 0.10 0.00 Sat Flow, veh/h 1845 4579 573 1774 5085 1647 3442 3215 355 3442 3539 1583 Grp Volume(v), veh/h 118 858 446 97 1430 0 246 207 213 597 231 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1762 1774 1695 1647 1721 1770 1800 1721 1770 1583 Q Serve(g_s), s 6.8 22.0 22.1 5.9 27.4 0.0 6.7 12.5 12.7 18.9 6.9 0.0 Cycle Q Clear(g_c), s 6.8 22.0 22.1 5.9 27.4 0.0 6.7 12.5 12.7 18.9 6.9 0.0 Prop In Lane 1.00 0.33 1.00 1.00 1.00 0.20 1.00 1.00 Lane Grp Cap(c), veh/h 176 1388 721 137 1849 599 725 253 257 626 339 152 V/C Ratio(X) 0.67 0.62 0.62 0.71 0.77 0.00 0.34 0.82 0.83 0.95 0.68 0.00 Avail Cap(c_a), veh/h 201 1388 721 161 1849 599 725 257 262 626 708 317 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 48.1 25.7 25.8 49.6 31.0 0.0 36.9 45.8 45.9 44.5 48.1 0.0 Incr Delay (d2), s/veh 6.9 2.1 4.0 11.1 3.2 0.0 0.3 18.2 19.1 25.1 2.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 10.6 11.5 3.3 13.3 0.0 3.2 7.4 7.6 11.1 3.5 0.0 LnGrp Delay(d),s/veh 55.0 27.8 29.8 60.6 34.2 0.0 37.2 64.0 65.0 69.6 50.5 0.0 LnGrp LOS E C C E C D E E E D Approach Vol, veh/h 1422 1527 666 828 Approach Delay, s/veh 30.7 35.9 54.4 64.3 Approach LOS C D D E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 29.2 16.5 11.5 51.0 24.0 21.7 16.5 46.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 11.0 21.0 9.0 44.0 19.0 15.0 11.0 39.0 Max Q Clear Time (g_c+I1), s 8.7 8.9 7.9 24.1 20.9 14.7 8.8 29.4 Green Ext Time (p_c), s 0.6 0.6 0.0 5.2 0.0 0.1 1.0 4.3 Intersection Summary HCM 2010 Ctrl Delay 42.3 HCM 2010 LOS D Timing Report, Sorted By Phase Recent AM 12: Harmony & Ziegler 8/21/2015 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 18 28 13 51 24 22 18 46 Maximum Split (%) 16.4% 25.5% 11.8% 46.4% 21.8% 20.0% 16.4% 41.8% Minimum Split (s) 11 39 11 34 11 39 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 12 94 30 43 94 8 76 30 End Time (s) 30 12 43 94 8 30 94 76 Yield/Force Off (s) 23 5 39 87 3 23 87 69 Yield/Force Off 170(s) 23 5 39 68 3 23 87 53 Local Start Time (s) 53 25 71 84 25 49 7 71 Local Yield (s) 64 46 80 18 44 64 18 0 Local Yield 170(s) 64 46 80 109 44 64 18 94 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 105 Offset: 69 (63%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & Ziegler HCM 2010 Signalized Intersection Summary Recent PM 12: Harmony & TZiegler 8/21/2015 Synchro 8 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 108 1460 222 99 1275 743 230 265 71 608 403 120 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1900 1863 1863 1937 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 115 1553 218 105 1356 0 245 282 54 647 429 0 Adj No. of Lanes 130131220221 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 185 2105 295 118 2076 672 418 361 68 574 531 238 Arrive On Green 0.10 0.47 0.46 0.07 0.41 0.00 0.12 0.12 0.11 0.17 0.15 0.00 Sat Flow, veh/h 1845 4510 632 1774 5085 1647 3442 2972 561 3442 3539 1583 Grp Volume(v), veh/h 115 1167 604 105 1356 0 245 166 170 647 429 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1751 1774 1695 1647 1721 1770 1764 1721 1770 1583 Q Serve(g_s), s 7.2 33.6 33.8 7.0 25.8 0.0 8.1 10.9 11.2 20.0 14.1 0.0 Cycle Q Clear(g_c), s 7.2 33.6 33.8 7.0 25.8 0.0 8.1 10.9 11.2 20.0 14.1 0.0 Prop In Lane 1.00 0.36 1.00 1.00 1.00 0.32 1.00 1.00 Lane Grp Cap(c), veh/h 185 1582 817 118 2076 672 418 215 215 574 531 238 V/C Ratio(X) 0.62 0.74 0.74 0.89 0.65 0.00 0.59 0.77 0.79 1.13 0.81 0.00 Avail Cap(c_a), veh/h 185 1582 817 118 2076 672 418 251 250 574 708 317 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.8 26.0 26.2 55.6 28.6 0.0 49.8 51.1 51.4 50.0 49.3 0.0 Incr Delay (d2), s/veh 6.4 3.1 5.9 49.9 1.6 0.0 2.1 12.0 13.8 78.0 5.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 16.4 17.7 5.1 12.4 0.0 4.0 6.1 6.3 15.7 7.2 0.0 LnGrp Delay(d),s/veh 58.2 29.1 32.2 105.5 30.3 0.0 51.9 63.1 65.1 128.0 54.5 0.0 LnGrp LOS E C C F C D E E F D Approach Vol, veh/h 1886 1461 581 1076 Approach Delay, s/veh 31.9 35.7 59.0 98.7 Approach LOS C D E F Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.6 24.0 11.0 62.0 24.0 20.6 18.0 55.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 10.0 23.0 7.0 55.0 19.0 16.0 11.0 48.0 Max Q Clear Time (g_c+I1), s 10.1 16.1 9.0 35.8 22.0 13.2 9.2 27.8 Green Ext Time (p_c), s 0.0 0.9 0.0 7.6 0.0 0.4 1.3 5.6 Intersection Summary HCM 2010 Ctrl Delay 50.5 HCM 2010 LOS D Timing Report, Sorted By Phase Recent PM 12: Harmony & TZiegler 8/21/2015 Synchro 8 Light Report Delich Associates recent pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 17 30 11 62 24 23 18 55 Maximum Split (%) 14.2% 25.0% 9.2% 51.7% 20.0% 19.2% 15.0% 45.8% Minimum Split (s) 11 39 11 34 11 39 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 15 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 96 66 113 4 66 90 48 113 End Time (s) 113 96 4 66 90 113 66 48 Yield/Force Off (s) 106 89 0 59 85 106 59 41 Yield/Force Off 170(s) 106 89 0 40 85 106 59 25 Local Start Time (s) 55 25 72 83 25 49 7 72 Local Yield (s) 65 48 79 18 44 65 18 0 Local Yield 170(s) 65 48 79 119 44 65 18 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 125 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & TZiegler HCM 2010 Signalized Intersection Summary Recent PM 12: Harmony & TZiegler Adjusted Timing 8/21/2015 Synchro 8 Light Report Delich Associates recent pm adj timing.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 108 1460 222 99 1275 743 230 265 71 608 403 120 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1900 1863 1863 1937 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 115 1553 218 105 1356 0 245 282 54 647 429 0 Adj No. of Lanes 130131220221 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 179 1917 268 143 1949 631 499 361 68 660 537 240 Arrive On Green 0.10 0.43 0.42 0.08 0.38 0.00 0.15 0.12 0.11 0.19 0.15 0.00 Sat Flow, veh/h 1845 4510 632 1774 5085 1647 3442 2972 561 3442 3539 1583 Grp Volume(v), veh/h 115 1167 604 105 1356 0 245 166 170 647 429 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1751 1774 1695 1647 1721 1770 1764 1721 1770 1583 Q Serve(g_s), s 7.2 36.2 36.4 6.9 26.9 0.0 7.9 10.9 11.2 22.5 14.0 0.0 Cycle Q Clear(g_c), s 7.2 36.2 36.4 6.9 26.9 0.0 7.9 10.9 11.2 22.5 14.0 0.0 Prop In Lane 1.00 0.36 1.00 1.00 1.00 0.32 1.00 1.00 Lane Grp Cap(c), veh/h 179 1441 744 143 1949 631 499 215 215 660 537 240 V/C Ratio(X) 0.64 0.81 0.81 0.73 0.70 0.00 0.49 0.77 0.79 0.98 0.80 0.00 Avail Cap(c_a), veh/h 185 1441 744 148 1949 631 499 251 250 660 796 356 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 52.1 30.2 30.5 53.9 31.1 0.0 47.2 51.1 51.4 48.3 49.1 0.0 Incr Delay (d2), s/veh 7.0 5.0 9.4 16.7 2.1 0.0 0.7 12.0 13.8 30.1 3.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 17.9 19.4 4.1 12.9 0.0 3.8 6.1 6.3 13.5 7.1 0.0 LnGrp Delay(d),s/veh 59.2 35.3 39.9 70.6 33.2 0.0 48.0 63.1 65.1 78.4 52.7 0.0 LnGrp LOS E D D E C D E E E D Approach Vol, veh/h 1886 1461 581 1076 Approach Delay, s/veh 38.2 35.9 57.3 68.2 Approach LOS D D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 23.4 24.2 12.7 57.0 27.0 20.6 17.7 52.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 10.0 26.0 9.0 50.0 22.0 16.0 11.0 45.0 Max Q Clear Time (g_c+I1), s 9.9 16.0 8.9 38.4 24.5 13.2 9.2 28.9 Green Ext Time (p_c), s 0.0 1.2 0.0 5.9 0.0 0.4 1.3 5.2 Intersection Summary HCM 2010 Ctrl Delay 46.2 HCM 2010 LOS D Timing Report, Sorted By Phase Recent PM 12: Harmony & TZiegler Adjusted Timing 8/21/2015 Synchro 8 Light Report Delich Associates recent pm adj timing.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 17 33 13 57 27 23 18 52 Maximum Split (%) 14.2% 27.5% 10.8% 47.5% 22.5% 19.2% 15.0% 43.3% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 8 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 99 66 116 9 66 93 48 116 End Time (s) 116 99 9 66 93 116 66 48 Yield/Force Off (s) 109 92 5 59 88 109 59 41 Yield/Force Off 170(s) 109 92 5 40 88 109 59 25 Local Start Time (s) 58 25 75 88 25 52 7 75 Local Yield (s) 68 51 84 18 47 68 18 0 Local Yield 170(s) 68 51 84 119 47 68 18 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & TZiegler HCM 2010 TWSC Recent AM 8: Harmony & HP West 8/21/2015 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 19.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 173 1454 1826 33 1 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 250 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 192 1616 2029 37 1 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 2066 0 - 0 3078 1033 Stage 1 - - - - 2047 - Stage 2 - - - - 1031 - Critical Hdwy 5.34 - - - 5.74 7.14 Critical Hdwy Stg 1 - - - - 6.64 - Critical Hdwy Stg 2 - - - - 6.04 - Follow-up Hdwy 3.12 - - - 3.82 3.92 Pot Cap-1 Maneuver ~ 116 - - - 24 197 Stage 1 - - - - 53 - Stage 2 - - - - 275 - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 116 - - - 24 197 Mov Cap-2 Maneuver - - - - 24 - Stage 1 - - - - 53 - Stage 2 - - - - 275 - Approach EB WB SB HCM Control Delay, s 42.1 0 36.9 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) ~ 116 - - - 24 197 HCM Lane V/C Ratio 1.657 - - - 0.046 0.056 HCM Control Delay (s) $ 396 - - - 162.2 24.4 HCM Lane LOS F - - - F C HCM 95th %tile Q(veh) 14.5 - - - 0.1 0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Recent AM 8: Harmony & HP West 8/21/2015 Synchro 9 Light Report Delich Associates recent am.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 250 0 0 0 Storage Lanes 1 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 0.91 0.91 0.91 1.00 1.00 Ped Bike Factor Frt 0.997 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 5085 5070 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 5085 5070 0 1770 1583 Link Speed (mph) 45 55 30 Link Distance (ft) 1281 1273 484 Travel Time (s) 19.4 15.8 11.0 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 8: Harmony & HP West 8/21/2015 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 21 2118 2005 3 15 112 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 250 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 2161 2046 3 15 114 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 2049 0 - 0 2954 1024 Stage 1 - - - - 2047 - Stage 2 - - - - 907 - Critical Hdwy 5.34 - - - 5.74 7.14 Critical Hdwy Stg 1 - - - - 6.64 - Critical Hdwy Stg 2 - - - - 6.04 - Follow-up Hdwy 3.12 - - - 3.82 3.92 Pot Cap-1 Maneuver 118 - - - 28 200 Stage 1 - - - - 53 - Stage 2 - - - - 320 - Platoon blocked, % - - - Mov Cap-1 Maneuver 118 - - - 23 200 Mov Cap-2 Maneuver - - - - 53 - Stage 1 - - - - 53 - Stage 2 - - - - 263 - Approach EB WB SB HCM Control Delay, s 0.4 0 51 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 118 - - - 53 200 HCM Lane V/C Ratio 0.182 - - - 0.289 0.571 HCM Control Delay (s) 42.2 - - - 98.5 44.6 HCM Lane LOS E - - - F E HCM 95th %tile Q(veh) 0.6 - - - 1 3.1 Lanes and Geometrics Recent PM 8: Harmony & HP West 8/21/2015 Synchro 8 Light Report Delich Associates recent pm.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 250 0 0 0 Storage Lanes 1 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 0.91 0.91 0.91 1.00 1.00 Ped Bike Factor Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 5085 5085 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 5085 5085 0 1770 1583 Link Speed (mph) 55 55 30 Link Distance (ft) 1342 1303 506 Travel Time (s) 16.6 16.2 11.5 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Recent AM 1: Lady Moon & Harmony 8/21/2015 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 1392 33 26 1805 150 49 46 39 6 3 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 34 1582 1 30 2051 123 56 52 0730 Adj No. of Lanes 131131111110 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222 Cap, veh/h 60 2797 871 328 3686 1148 205 134 114 148 74 0 Arrive On Green 0.03 0.55 0.55 0.18 0.72 0.72 0.05 0.07 0.00 0.02 0.04 0.00 Sat Flow, veh/h 1845 5085 1583 1774 5085 1583 1774 1863 1583 1774 1863 0 Grp Volume(v), veh/h 34 1582 1 30 2051 123 56 52 0730 Grp Sat Flow(s),veh/h/ln 1845 1695 1583 1774 1695 1583 1774 1863 1583 1774 1863 0 Q Serve(g_s), s 2.0 22.4 0.0 1.5 20.5 2.6 3.2 2.9 0.0 0.4 0.2 0.0 Cycle Q Clear(g_c), s 2.0 22.4 0.0 1.5 20.5 2.6 3.2 2.9 0.0 0.4 0.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 60 2797 871 328 3686 1148 205 134 114 148 74 0 V/C Ratio(X) 0.56 0.57 0.00 0.09 0.56 0.11 0.27 0.39 0.00 0.05 0.04 0.00 Avail Cap(c_a), veh/h 252 2797 871 328 3686 1148 249 169 144 248 169 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 52.4 16.2 6.3 37.2 7.0 4.5 45.4 48.7 0.0 49.2 50.8 0.0 Incr Delay (d2), s/veh 8.0 0.8 0.0 0.1 0.2 0.0 0.7 1.8 0.0 0.1 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 10.6 0.0 0.8 9.6 1.1 1.6 1.6 0.0 0.2 0.1 0.0 LnGrp Delay(d),s/veh 60.4 17.0 6.3 37.3 7.2 4.6 46.1 50.6 0.0 49.3 51.0 0.0 LnGrp LOS E B A D A A D D D D Approach Vol, veh/h 1617 2204 108 10 Approach Delay, s/veh 17.9 7.4 48.3 49.8 Approach LOS B A D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.3 9.4 26.3 66.0 4.8 12.9 6.6 85.7 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 5.2 2.2 3.5 24.4 2.4 4.9 4.0 22.5 Green Ext Time (p_c), s 0.0 0.0 0.1 7.8 0.0 0.0 0.0 13.1 Intersection Summary HCM 2010 Ctrl Delay 13.0 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Recent AM 1: Lady Moon & Harmony 8/21/2015 Synchro 9 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 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 29 12 29 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 24.5 35.5 6.5 50.5 24.5 35.5 50.5 68.5 End Time (s) 35.5 50.5 24.5 6.5 35.5 50.5 68.5 24.5 Yield/Force Off (s) 31.5 44.5 17.5 0 31.5 44.5 64.5 17.5 Yield/Force Off 170(s) 31.5 15.5 17.5 98 31.5 15.5 64.5 5.5 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 15.5 17.5 98 31.5 15.5 64.5 5.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 Signalized Intersection Summary Recent PM 1: Lady Moon & Harmony 8/21/2015 Synchro 8 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 7 2057 69 28 1878 12 34 5 41 152 40 96 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1788 1863 1863 1863 1863 1863 1863 1863 1863 1824 Adj Flow Rate, veh/h 7 2143 14 29 1956 0 35 5 0 158 42 25 Adj No. of Lanes 131131111110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 28 2860 855 227 3539 1102 172 76 64 302 125 75 Arrive On Green 0.02 0.56 0.56 0.13 0.70 0.00 0.03 0.04 0.00 0.11 0.11 0.11 Sat Flow, veh/h 1845 5085 1520 1774 5085 1583 1774 1863 1583 1774 1096 652 Grp Volume(v), veh/h 7 2143 14 29 1956 0 35 5 0 158 0 67 Grp Sat Flow(s),veh/h/ln 1845 1695 1520 1774 1695 1583 1774 1863 1583 1774 0 1748 Q Serve(g_s), s 0.5 38.2 0.3 1.7 22.8 0.0 2.2 0.3 0.0 9.8 0.0 4.2 Cycle Q Clear(g_c), s 0.5 38.2 0.3 1.7 22.8 0.0 2.2 0.3 0.0 9.8 0.0 4.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.37 Lane Grp Cap(c), veh/h 28 2860 855 227 3539 1102 172 76 64 302 0 200 V/C Ratio(X) 0.25 0.75 0.02 0.13 0.55 0.00 0.20 0.07 0.00 0.52 0.00 0.34 Avail Cap(c_a), veh/h 200 2860 855 227 3539 1102 232 155 132 306 0 218 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 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 58.4 19.8 3.6 46.4 9.0 0.0 52.5 55.4 0.0 46.1 0.0 49.1 Incr Delay (d2), s/veh 4.5 1.8 0.0 0.3 0.2 0.0 0.6 0.4 0.0 1.6 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 18.3 0.1 0.9 10.6 0.0 1.1 0.2 0.0 5.0 0.0 2.1 LnGrp Delay(d),s/veh 62.9 21.7 3.6 46.6 9.2 0.0 53.1 55.7 0.0 47.7 0.0 50.1 LnGrp LOS E C A D A D E D D Approach Vol, veh/h 2164 1985 40 225 Approach Delay, s/veh 21.7 9.7 53.4 48.4 Approach LOS C A D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.9 18.7 21.4 73.0 15.8 9.9 4.8 89.5 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 4.2 6.2 3.7 40.2 11.8 2.3 2.5 24.8 Green Ext Time (p_c), s 0.0 0.1 0.0 11.7 0.0 0.1 0.0 11.6 Intersection Summary HCM 2010 Ctrl Delay 18.0 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Recent PM 1: Lady Moon & Harmony 8/21/2015 Synchro 8 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 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 29 12 29 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 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 13.5 10.5 103 29.5 13.5 60.5 0.5 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 18.5 15.5 108 34.5 18.5 65.5 5.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony 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) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment APPENDIX D 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 500 AM 4002 VPH *75 *100 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES NB AM 78 VPH PM 4746 VPH 2 OR MORE LANES & 1 LANE NB PM 135 VPH SB AM 16 VPH SB PM 192 VPH (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET) MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE TOTAL PEAK HOUR WARRANT AT HARMONY/TECHNOLOGY MUTCD, 2003 EDITION, PAGE 4C-7 APPENDIX E HCM 2010 Signalized Intersection Summary Short Bkgrd AM 12: Harmony & Ziegler 8/20/2015 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 164 1153 170 103 1449 514 254 392 56 590 242 74 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1900 1863 1863 1937 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 182 1281 171 114 1610 0 282 436 52 656 269 0 Adj No. of Lanes 130131220221 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 215 1766 236 153 1695 549 820 512 61 688 374 167 Arrive On Green 0.12 0.39 0.38 0.09 0.33 0.00 0.24 0.16 0.15 0.20 0.11 0.00 Sat Flow, veh/h 1845 4540 606 1774 5085 1647 3442 3187 378 3442 3539 1583 Grp Volume(v), veh/h 182 957 495 114 1610 0 282 241 247 656 269 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1756 1774 1695 1647 1721 1770 1796 1721 1770 1583 Q Serve(g_s), s 11.6 28.8 28.9 7.5 37.1 0.0 8.2 15.9 16.1 22.6 8.8 0.0 Cycle Q Clear(g_c), s 11.6 28.8 28.9 7.5 37.1 0.0 8.2 15.9 16.1 22.6 8.8 0.0 Prop In Lane 1.00 0.35 1.00 1.00 1.00 0.21 1.00 1.00 Lane Grp Cap(c), veh/h 215 1319 683 153 1695 549 820 284 288 688 374 167 V/C Ratio(X) 0.85 0.73 0.73 0.75 0.95 0.00 0.34 0.85 0.86 0.95 0.72 0.00 Avail Cap(c_a), veh/h 215 1319 683 163 1695 549 820 295 299 688 885 396 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 0.39 0.39 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.9 31.2 31.4 53.6 39.0 0.0 37.9 48.9 49.1 47.4 51.9 0.0 Incr Delay (d2), s/veh 25.4 3.5 6.6 6.7 6.1 0.0 0.2 19.6 20.5 23.4 2.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 14.1 15.2 4.0 18.3 0.0 3.9 9.3 9.6 13.0 4.5 0.0 LnGrp Delay(d),s/veh 77.3 34.7 38.0 60.3 45.1 0.0 38.2 68.6 69.6 70.8 54.6 0.0 LnGrp LOS E C D E D D E E E D Approach Vol, veh/h 1634 1724 770 925 Approach Delay, s/veh 40.5 46.1 57.8 66.1 Approach LOS D D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 34.6 18.7 13.3 52.7 28.0 25.3 20.0 46.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 11.0 29.0 10.0 45.0 23.0 19.0 13.0 39.0 Max Q Clear Time (g_c+I1), s 10.2 10.8 9.5 30.9 24.6 18.1 13.6 39.1 Green Ext Time (p_c), s 0.3 0.8 0.0 5.5 0.0 0.2 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 49.7 HCM 2010 LOS D Timing Report, Sorted By Phase Short Bkgrd AM 12: Harmony & Ziegler 8/20/2015 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 18 36 14 52 28 26 20 46 Maximum Split (%) 15.0% 30.0% 11.7% 43.3% 23.3% 21.7% 16.7% 38.3% Minimum Split (s) 11 39 11 34 11 39 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 12 96 30 44 96 4 76 30 End Time (s) 30 12 44 96 4 30 96 76 Yield/Force Off (s) 23 5 40 89 119 23 89 69 Yield/Force Off 170(s) 23 5 40 70 119 23 89 53 Local Start Time (s) 63 27 81 95 27 55 7 81 Local Yield (s) 74 56 91 20 50 74 20 0 Local Yield 170(s) 74 56 91 1 50 74 20 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 125 Offset: 69 (58%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & Ziegler HCM 2010 Signalized Intersection Summary Short Bkgrd PM 12: Harmony & Ziegler 8/20/2015 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 133 1645 255 118 1434 834 264 307 86 679 466 165 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1900 1863 1863 1937 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 141 1750 253 126 1526 0 281 327 68 722 496 0 Adj No. of Lanes 130131220221 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 169 1835 264 148 1907 618 538 399 82 717 608 272 Arrive On Green 0.09 0.41 0.40 0.08 0.38 0.00 0.16 0.14 0.13 0.21 0.17 0.00 Sat Flow, veh/h 1845 4494 645 1774 5085 1647 3442 2925 601 3442 3539 1583 Grp Volume(v), veh/h 141 1318 685 126 1526 0 281 196 199 722 496 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1749 1774 1695 1647 1721 1770 1757 1721 1770 1583 Q Serve(g_s), s 9.0 45.1 45.8 8.4 32.2 0.0 9.0 12.9 13.2 25.0 16.2 0.0 Cycle Q Clear(g_c), s 9.0 45.1 45.8 8.4 32.2 0.0 9.0 12.9 13.2 25.0 16.2 0.0 Prop In Lane 1.00 0.37 1.00 1.00 1.00 0.34 1.00 1.00 Lane Grp Cap(c), veh/h 169 1384 714 148 1907 618 538 241 240 717 608 272 V/C Ratio(X) 0.83 0.95 0.96 0.85 0.80 0.00 0.52 0.81 0.83 1.01 0.82 0.00 Avail Cap(c_a), veh/h 169 1384 714 148 1907 618 538 251 249 717 885 396 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.6 34.4 34.7 54.3 33.5 0.0 46.5 50.3 50.6 47.5 47.9 0.0 Incr Delay (d2), s/veh 28.6 15.1 25.2 35.2 3.6 0.0 0.9 17.6 19.9 35.3 3.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.9 24.0 27.1 5.6 15.6 0.0 4.4 7.5 7.7 15.4 8.3 0.0 LnGrp Delay(d),s/veh 82.2 49.5 59.9 89.5 37.1 0.0 47.4 68.0 70.5 82.8 51.7 0.0 LnGrp LOS F D E F D D E E F D Approach Vol, veh/h 2144 1652 676 1218 Approach Delay, s/veh 55.0 41.1 60.2 70.2 Approach LOS D D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 24.7 26.6 13.0 55.0 29.0 22.4 17.0 51.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 9.0 29.0 9.0 48.0 24.0 16.0 10.0 44.0 Max Q Clear Time (g_c+I1), s 11.0 18.2 10.4 47.8 27.0 15.2 11.0 34.2 Green Ext Time (p_c), s 0.0 1.4 0.0 0.2 0.0 0.1 0.0 4.6 Intersection Summary HCM 2010 Ctrl Delay 54.8 HCM 2010 LOS D Timing Report, Sorted By Phase Short Bkgrd PM 12: Harmony & Ziegler 8/20/2015 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 16 36 13 55 29 23 17 51 Maximum Split (%) 13.3% 30.0% 10.8% 45.8% 24.2% 19.2% 14.2% 42.5% Minimum Split (s) 11 39 11 34 11 39 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 101 65 117 10 65 94 48 117 End Time (s) 117 101 10 65 94 117 65 48 Yield/Force Off (s) 110 94 6 58 89 110 58 41 Yield/Force Off 170(s) 110 94 6 39 89 110 58 25 Local Start Time (s) 60 24 76 89 24 53 7 76 Local Yield (s) 69 53 85 17 48 69 17 0 Local Yield 170(s) 69 53 85 118 48 69 17 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & Ziegler HCM 2010 Signalized Intersection Summary Short Bkgrd AM 12: Harmony & Ziegler EB & NB RT Lanes 8/27/2015 Synchro 9 Light Report Delich Associates sb am nb rt & eb rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 164 1153 170 103 1449 514 254 392 56 590 242 74 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 182 1281 108 114 1610 0 282 436 0 656 269 0 Adj No. of Lanes 131131221221 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 215 1978 603 153 1695 549 804 522 220 717 374 167 Arrive On Green 0.12 0.39 0.38 0.09 0.33 0.00 0.23 0.15 0.00 0.21 0.11 0.00 Sat Flow, veh/h 1845 5085 1583 1774 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 182 1281 108 114 1610 0 282 436 0 656 269 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1583 1774 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 11.6 24.7 5.4 7.5 37.1 0.0 8.2 14.4 0.0 22.4 8.8 0.0 Cycle Q Clear(g_c), s 11.6 24.7 5.4 7.5 37.1 0.0 8.2 14.4 0.0 22.4 8.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 215 1978 603 153 1695 549 804 522 220 717 374 167 V/C Ratio(X) 0.85 0.65 0.18 0.75 0.95 0.00 0.35 0.84 0.00 0.91 0.72 0.00 Avail Cap(c_a), veh/h 215 1978 603 163 1695 549 804 560 237 717 885 396 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 0.39 0.39 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.9 29.9 24.7 53.6 39.0 0.0 38.4 49.7 0.0 46.5 51.9 0.0 Incr Delay (d2), s/veh 25.4 1.7 0.7 6.7 6.1 0.0 0.3 10.0 0.0 16.4 2.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 11.8 2.5 4.0 18.3 0.0 3.9 7.8 0.0 12.3 4.5 0.0 LnGrp Delay(d),s/veh 77.3 31.6 25.4 60.3 45.1 0.0 38.7 59.8 0.0 62.8 54.6 0.0 LnGrp LOS E C C E D D E E D Approach Vol, veh/h 1571 1724 718 925 Approach Delay, s/veh 36.5 46.1 51.5 60.4 Approach LOS D D D E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 34.0 18.7 13.3 52.7 29.0 23.7 20.0 46.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 11.0 29.0 10.0 45.0 24.0 18.0 13.0 39.0 Max Q Clear Time (g_c+I1), s 10.2 10.8 9.5 26.7 24.4 16.4 13.6 39.1 Green Ext Time (p_c), s 0.3 0.8 0.0 6.1 0.0 0.3 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 46.5 HCM 2010 LOS D Timing Report, Sorted By Phase Short Bkgrd AM 12: Harmony & Ziegler EB & NB RT Lanes 8/27/2015 Synchro 9 Light Report Delich Associates sb am nb rt & eb rt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 18 36 14 52 29 25 20 46 Maximum Split (%) 15.0% 30.0% 11.7% 43.3% 24.2% 20.8% 16.7% 38.3% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 12 96 30 44 96 5 76 30 End Time (s) 30 12 44 96 5 30 96 76 Yield/Force Off (s) 23 5 40 89 0 23 89 69 Yield/Force Off 170(s) 23 5 40 70 0 23 89 53 Local Start Time (s) 63 27 81 95 27 56 7 81 Local Yield (s) 74 56 91 20 51 74 20 0 Local Yield 170(s) 74 56 91 1 51 74 20 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 69 (58%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & Ziegler HCM 2010 Signalized Intersection Summary Short Bkgrd PM 12: Harmony & Ziegler EB & NB RT Lanes 8/27/2015 Synchro 9 Light Report Delich Associates sb pm nb rt & eb rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 133 1645 255 118 1434 834 264 307 86 679 466 165 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 141 1750 151 126 1526 0 281 327 0 722 496 0 Adj No. of Lanes 131131221221 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 188 2035 621 165 1865 604 499 412 171 746 607 271 Arrive On Green 0.10 0.40 0.39 0.09 0.37 0.00 0.15 0.12 0.00 0.22 0.17 0.00 Sat Flow, veh/h 1845 5085 1583 1774 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 141 1750 151 126 1526 0 281 327 0 722 496 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1583 1774 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 8.9 37.8 7.7 8.3 32.6 0.0 9.1 10.8 0.0 25.0 16.2 0.0 Cycle Q Clear(g_c), s 8.9 37.8 7.7 8.3 32.6 0.0 9.1 10.8 0.0 25.0 16.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 188 2035 621 165 1865 604 499 412 171 746 607 271 V/C Ratio(X) 0.75 0.86 0.24 0.76 0.82 0.00 0.56 0.79 0.00 0.97 0.82 0.00 Avail Cap(c_a), veh/h 200 2035 621 177 1865 604 499 442 185 746 855 383 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 52.4 32.9 24.5 53.1 34.4 0.0 47.7 51.6 0.0 46.6 47.9 0.0 Incr Delay (d2), s/veh 13.8 5.0 0.9 16.5 4.1 0.0 1.4 9.0 0.0 25.3 4.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 18.6 3.5 4.9 16.0 0.0 4.4 5.8 0.0 14.4 8.3 0.0 LnGrp Delay(d),s/veh 66.2 37.9 25.5 69.6 38.5 0.0 49.2 60.6 0.0 71.9 52.2 0.0 LnGrp LOS E D C E D D E E D Approach Vol, veh/h 2042 1652 608 1218 Approach Delay, s/veh 39.0 40.9 55.3 63.9 Approach LOS D D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 23.4 26.6 14.2 54.0 30.0 20.0 18.2 50.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 9.0 28.0 11.0 47.0 25.0 14.0 12.0 43.0 Max Q Clear Time (g_c+I1), s 11.1 18.2 10.3 39.8 27.0 12.8 10.9 34.6 Green Ext Time (p_c), s 0.0 1.4 0.0 4.7 0.0 0.2 0.4 4.2 Intersection Summary HCM 2010 Ctrl Delay 46.8 HCM 2010 LOS D Timing Report, Sorted By Phase Short Bkgrd PM 12: Harmony & Ziegler EB & NB RT Lanes 8/27/2015 Synchro 9 Light Report Delich Associates sb pm nb rt & eb rt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 16 35 15 54 30 21 19 50 Maximum Split (%) 13.3% 29.2% 12.5% 45.0% 25.0% 17.5% 15.8% 41.7% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 102 67 118 13 67 97 48 118 End Time (s) 118 102 13 67 97 118 67 48 Yield/Force Off (s) 111 95 9 60 92 111 60 41 Yield/Force Off 170(s) 111 95 9 41 92 111 60 25 Local Start Time (s) 61 26 77 92 26 56 7 77 Local Yield (s) 70 54 88 19 51 70 19 0 Local Yield 170(s) 70 54 88 0 51 70 19 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & Ziegler HCM 2010 Signalized Intersection Summary Short Bkgrd AM 8: Technology/HP West & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 173 1596 30 9 2052 52 2014012 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 192 1773 2 10 2280 56 200400 Adj No. of Lanes 131130110110 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 234 3199 996 103 2942 72 307 326 0 307 326 0 Arrive On Green 0.13 0.63 0.63 0.06 0.58 0.57 0.17 0.00 0.00 0.17 0.00 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5106 125 1412 1863 0 1412 1863 0 Grp Volume(v), veh/h 192 1773 2 10 1512 824 200400 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1841 1412 1863 0 1412 1863 0 Q Serve(g_s), s 12.6 23.8 0.1 0.6 40.9 41.3 0.1 0.0 0.0 0.3 0.0 0.0 Cycle Q Clear(g_c), s 12.6 23.8 0.1 0.6 40.9 41.3 0.1 0.0 0.0 0.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 234 3199 996 103 1954 1061 307 326 0 307 326 0 V/C Ratio(X) 0.82 0.55 0.00 0.10 0.77 0.78 0.01 0.00 0.00 0.01 0.00 0.00 Avail Cap(c_a), veh/h 310 3199 996 103 1954 1061 307 326 0 307 326 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.47 0.47 0.47 0.75 0.75 0.75 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 50.7 12.7 8.3 53.5 19.4 19.5 40.9 0.0 0.0 41.0 0.0 0.0 Incr Delay (d2), s/veh 6.2 0.3 0.0 0.3 1.5 2.8 0.0 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.6 11.1 0.0 0.3 19.5 21.7 0.1 0.0 0.0 0.1 0.0 0.0 LnGrp Delay(d),s/veh 56.9 13.0 8.3 53.8 20.9 22.3 40.9 0.0 0.0 41.0 0.0 0.0 LnGrp LOS E B A DCCD D Approach Vol, veh/h 1967 2346 2 4 Approach Delay, s/veh 17.3 21.6 40.9 41.0 Approach LOS B C D D Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 26.0 13.0 81.0 26.0 18.8 75.2 Change Period (Y+Rc), s 6.0 7.0 6.5 6.0 4.0 7.0 Max Green Setting (Gmax), s 20.0 6.0 74.5 20.0 20.0 63.0 Max Q Clear Time (g_c+I1), s 2.3 2.6 25.8 2.1 14.6 43.3 Green Ext Time (p_c), s 0.0 2.0 9.8 0.0 0.2 10.4 Intersection Summary HCM 2010 Ctrl Delay 19.6 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd AM 8: Technology/HP West & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 234678 Movement SBTL WBL EBT NBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead-Lag Optimize Recall Mode Max None C-Max Max None None Maximum Split (s) 26 13 81 26 24 70 Maximum Split (%) 21.7% 10.8% 67.5% 21.7% 20.0% 58.3% Minimum Split (s) 15 11 25.5 15 8 26 Yellow Time (s) 3 5.5 5.5 3 3 5.5 All-Red Time (s) 3 1.5 1 3 1 1.5 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 29 12 29 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 61 48 87 61 87 111 End Time (s) 87 61 48 87 111 61 Yield/Force Off (s) 81 54 41.5 81 107 54 Yield/Force Off 170(s) 52 54 29.5 52 107 42 Local Start Time (s) 19.5 6.5 45.5 19.5 45.5 69.5 Local Yield (s) 39.5 12.5 0 39.5 65.5 12.5 Local Yield 170(s) 10.5 12.5 108 10.5 65.5 0.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 41.5 (35%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 8: Technology/HP West & Harmony HCM 2010 Signalized Intersection Summary Short Bkgrd PM 8: Technology/HP West & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 21 2382 7 2 216 7 36 0 10 58 0 134 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 21 2431 0 2 220 4 37 0 0 59 0 0 Adj No. of Lanes 131130110110 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 45 3030 943 103 3343 61 354 388 0 354 388 0 Arrive On Green 0.03 0.60 0.00 0.06 0.65 0.64 0.21 0.00 0.00 0.21 0.00 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5143 93 1412 1863 0 1412 1863 0 Grp Volume(v), veh/h 21 2431 0 2 145 79 37 0 0 59 0 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1846 1412 1863 0 1412 1863 0 Q Serve(g_s), s 1.4 44.4 0.0 0.1 1.9 1.9 2.6 0.0 0.0 4.1 0.0 0.0 Cycle Q Clear(g_c), s 1.4 44.4 0.0 0.1 1.9 1.9 2.6 0.0 0.0 4.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.05 1.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 45 3030 943 103 2203 1200 354 388 0 354 388 0 V/C Ratio(X) 0.47 0.80 0.00 0.02 0.07 0.07 0.10 0.00 0.00 0.17 0.00 0.00 Avail Cap(c_a), veh/h 148 3030 943 103 2203 1200 354 388 0 354 388 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.11 0.11 0.00 0.78 0.78 0.78 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.7 18.8 0.0 53.3 7.7 7.7 38.6 0.0 0.0 39.2 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.3 0.0 0.1 0.0 0.0 0.6 0.0 0.0 1.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 20.8 0.0 0.1 0.9 1.0 1.1 0.0 0.0 1.7 0.0 0.0 LnGrp Delay(d),s/veh 58.6 19.0 0.0 53.3 7.7 7.7 39.2 0.0 0.0 40.3 0.0 0.0 LnGrp LOS E B D A A D D Approach Vol, veh/h 2452 226 37 59 Approach Delay, s/veh 19.4 8.1 39.2 40.3 Approach LOS B A D D Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 30.0 13.0 77.0 30.0 6.0 84.0 Change Period (Y+Rc), s 6.0 7.0 6.5 6.0 4.0 7.0 Max Green Setting (Gmax), s 24.0 6.0 70.5 24.0 9.0 70.0 Max Q Clear Time (g_c+I1), s 6.1 2.1 46.4 4.6 3.4 3.9 Green Ext Time (p_c), s 0.2 0.0 13.4 0.2 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 19.2 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd PM 8: Technology/HP West & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 234678 Movement SBTL WBL EBT NBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead-Lag Optimize Recall Mode Max None C-Max Max None None Maximum Split (s) 30 13 77 30 13 77 Maximum Split (%) 25.0% 10.8% 64.2% 25.0% 10.8% 64.2% Minimum Split (s) 15 11 25.5 15 8 26 Yellow Time (s) 3 5.5 5.5 3 3 5.5 All-Red Time (s) 3 1.5 1 3 1 1.5 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 29 12 29 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 14.5 1.5 44.5 14.5 44.5 57.5 End Time (s) 44.5 14.5 1.5 44.5 57.5 14.5 Yield/Force Off (s) 38.5 7.5 115 38.5 53.5 7.5 Yield/Force Off 170(s) 9.5 7.5 103 9.5 53.5 115.5 Local Start Time (s) 19.5 6.5 49.5 19.5 49.5 62.5 Local Yield (s) 43.5 12.5 0 43.5 58.5 12.5 Local Yield 170(s) 14.5 12.5 108 14.5 58.5 0.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 8: Technology/HP West & Harmony HCM 2010 Signalized Intersection Summary Short Bkgrd AM 1: Lady Moon & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 1483 88 66 2004 150 104 46 78 5 3 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 34 1685 53 75 2277 118 118 52 0630 Adj No. of Lanes 131131111110 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222 Cap, veh/h 59 2733 851 348 3674 1144 229 167 142 136 69 0 Arrive On Green 0.06 1.00 1.00 0.20 0.72 0.72 0.07 0.09 0.00 0.01 0.04 0.00 Sat Flow, veh/h 1845 5085 1583 1774 5085 1583 1774 1863 1583 1774 1863 0 Grp Volume(v), veh/h 34 1685 53 75 2277 118 118 52 0630 Grp Sat Flow(s),veh/h/ln 1845 1695 1583 1774 1695 1583 1774 1863 1583 1774 1863 0 Q Serve(g_s), s 2.1 0.0 0.0 4.3 27.0 2.7 7.5 3.1 0.0 0.4 0.2 0.0 Cycle Q Clear(g_c), s 2.1 0.0 0.0 4.3 27.0 2.7 7.5 3.1 0.0 0.4 0.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 59 2733 851 348 3674 1144 229 167 142 136 69 0 V/C Ratio(X) 0.58 0.62 0.06 0.22 0.62 0.10 0.52 0.31 0.00 0.04 0.04 0.00 Avail Cap(c_a), veh/h 231 2733 851 348 3674 1144 229 248 211 229 248 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 55.4 0.0 0.0 40.5 8.4 5.0 49.7 51.2 0.0 54.1 55.7 0.0 Incr Delay (d2), s/veh 7.4 0.9 0.1 0.3 0.3 0.0 2.0 1.1 0.0 0.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.2 0.0 2.1 12.5 1.2 3.8 1.7 0.0 0.2 0.1 0.0 LnGrp Delay(d),s/veh 62.8 0.9 0.1 40.8 8.7 5.0 51.7 52.2 0.0 54.3 55.9 0.0 LnGrp LOS E A A D A A D D D E Approach Vol, veh/h 1772 2470 170 9 Approach Delay, s/veh 2.1 9.5 51.9 54.8 Approach LOS A A D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 9.5 29.5 70.0 4.7 15.8 6.8 92.7 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 7.0 15.0 14.0 63.0 Max Q Clear Time (g_c+I1), s 9.5 2.2 6.3 2.0 2.4 5.1 4.1 29.0 Green Ext Time (p_c), s 0.0 0.1 0.1 9.4 0.0 0.1 0.0 15.5 Intersection Summary HCM 2010 Ctrl Delay 8.2 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd AM 1: Lady Moon & Harmony 8/20/2015 Synchro 9 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 21 18 70 11 21 18 70 Maximum Split (%) 9.2% 17.5% 15.0% 58.3% 9.2% 17.5% 15.0% 58.3% Minimum Split (s) 11 42 11 25.5 11 42.5 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 29 12 29 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 98.5 66.5 77.5 98.5 116.5 End Time (s) 77.5 98.5 66.5 48.5 77.5 98.5 116.5 66.5 Yield/Force Off (s) 73.5 92.5 59.5 42 73.5 92.5 112.5 59.5 Yield/Force Off 170(s) 73.5 63.5 59.5 30 73.5 63.5 112.5 47.5 Local Start Time (s) 24.5 35.5 6.5 56.5 24.5 35.5 56.5 74.5 Local Yield (s) 31.5 50.5 17.5 0 31.5 50.5 70.5 17.5 Local Yield 170(s) 31.5 21.5 17.5 108 31.5 21.5 70.5 5.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 125 Offset: 42 (35%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 Signalized Intersection Summary Short Bkgrd PM 1: Lady Moon & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 7 2319 124 78 2028 12 101 5 70 106 40 96 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 7 2416 64 81 2112 0 105 5 0 110 42 22 Adj No. of Lanes 131131111110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 28 2860 891 261 3638 1133 212 87 74 266 70 37 Arrive On Green 0.03 1.00 1.00 0.15 0.72 0.00 0.07 0.05 0.00 0.08 0.06 0.05 Sat Flow, veh/h 1845 5085 1583 1774 5085 1583 1774 1863 1583 1774 1153 604 Grp Volume(v), veh/h 7 2416 64 81 2112 0 105 5 0 110 0 64 Grp Sat Flow(s),veh/h/ln 1845 1695 1583 1774 1695 1583 1774 1863 1583 1774 0 1756 Q Serve(g_s), s 0.4 0.0 0.0 4.9 24.3 0.0 6.7 0.3 0.0 6.9 0.0 4.3 Cycle Q Clear(g_c), s 0.4 0.0 0.0 4.9 24.3 0.0 6.7 0.3 0.0 6.9 0.0 4.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.34 Lane Grp Cap(c), veh/h 28 2860 891 261 3638 1133 212 87 74 266 0 107 V/C Ratio(X) 0.25 0.84 0.07 0.31 0.58 0.00 0.49 0.06 0.00 0.41 0.00 0.60 Avail Cap(c_a), veh/h 200 2860 891 261 3638 1133 212 155 132 314 0 220 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.52 0.52 0.52 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 57.5 0.0 0.0 45.7 8.3 0.0 50.2 54.7 0.0 48.0 0.0 55.1 Incr Delay (d2), s/veh 2.4 1.7 0.1 0.7 0.2 0.0 1.8 0.3 0.0 1.0 0.0 5.2 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 0.2 0.5 0.0 2.5 11.2 0.0 3.4 0.2 0.0 3.4 0.0 2.2 LnGrp Delay(d),s/veh 59.9 1.7 0.1 46.4 8.6 0.0 51.9 54.9 0.0 49.0 0.0 60.3 LnGrp LOS E A A D A D D D E Approach Vol, veh/h 2487 2193 110 174 Approach Delay, s/veh 1.9 9.9 52.1 53.2 Approach LOS A A D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 12.3 23.7 73.0 12.7 10.6 4.8 91.8 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 7.0 14.0 9.0 66.5 12.0 9.0 12.0 66.0 Max Q Clear Time (g_c+I1), s 8.7 6.3 6.9 2.0 8.9 2.3 2.4 26.3 Green Ext Time (p_c), s 0.0 0.1 0.1 19.8 0.1 0.1 0.0 13.5 Intersection Summary HCM 2010 Ctrl Delay 8.3 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd PM 1: Lady Moon & Harmony 8/20/2015 Synchro 9 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 20 16 73 16 15 16 73 Maximum Split (%) 9.2% 16.7% 13.3% 60.8% 13.3% 12.5% 13.3% 60.8% Minimum Split (s) 11 42 11 25.5 11 42.5 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 29 12 29 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 13.5 10.5 103 29.5 13.5 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 18.5 15.5 108 34.5 18.5 65.5 3.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 135 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 TWSC Short Bkgrd AM 2: Lady Moon & RT Access 8/20/2015 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 24 204 10 0 157 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 2 2 2 2 2 Mvmt Flow 0 28 240 12 0 185 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 431 246 0 0 252 0 Stage 1 246 - - - - - Stage 2 185 - - - - - 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 581 793 - - 1313 - Stage 1 795 - - - - - Stage 2 847 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 581 793 - - 1313 - Mov Cap-2 Maneuver 581 - - - - - Stage 1 795 - - - - - Stage 2 847 - - - - - Approach WB NB SB HCM Control Delay, s 9.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 793 1313 - HCM Lane V/C Ratio - - 0.036 - - HCM Control Delay (s) - - 9.7 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0 - Lanes and Geometrics Short Bkgrd AM 2: Lady Moon & RT Access 8/20/2015 Synchro 9 Light Report Delich Associates sb am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.994 Flt Protected Satd. Flow (prot) 0 1611 1852 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1852 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 297 270 461 Travel Time (s) 6.8 6.1 10.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 2: Lady Moon & RT Access 8/20/2015 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 46 130 6 0 242 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 2 2 2 2 2 Mvmt Flow 0 54 153 7 0 285 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 441 156 0 0 160 0 Stage 1 156 - - - - - Stage 2 285 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 574 890 - - 1419 - Stage 1 872 - - - - - Stage 2 763 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 574 890 - - 1419 - Mov Cap-2 Maneuver 574 - - - - - Stage 1 872 - - - - - Stage 2 763 - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 890 1419 - HCM Lane V/C Ratio - - 0.061 - - HCM Control Delay (s) - - 9.3 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.2 0 - Lanes and Geometrics Short Bkgrd PM 2: Lady Moon & RT Access 8/20/2015 Synchro 9 Light Report Delich Associates sb pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.994 Flt Protected Satd. Flow (prot) 0 1611 1852 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1852 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 297 270 461 Travel Time (s) 6.8 6.1 10.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 3: Lady Moon & Banner Access 8/20/2015 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 28 6 208 42 71 86 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 33 7 245 49 84 101 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 537 269 0 0 294 0 Stage 1 269 - - - - - Stage 2 268 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 505 770 - - 1268 - Stage 1 776 - - - - - Stage 2 777 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 472 770 - - 1268 - Mov Cap-2 Maneuver 472 - - - - - Stage 1 776 - - - - - Stage 2 726 - - - - - Approach WB NB SB HCM Control Delay, s 12.7 0 3.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 507 1268 - HCM Lane V/C Ratio - - 0.079 0.066 - HCM Control Delay (s) - - 12.7 8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.3 0.2 - Lanes and Geometrics Short Bkgrd AM 3: Lady Moon & Banner Access 8/20/2015 Synchro 9 Light Report Delich Associates sb am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 200 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.976 0.977 Flt Protected 0.960 0.950 Satd. Flow (prot) 1745 0 1820 0 1770 1863 Flt Permitted 0.960 0.950 Satd. Flow (perm) 1745 0 1820 0 1770 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 322 394 270 Travel Time (s) 7.3 9.0 6.1 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 3: Lady Moon & Banner Access 8/20/2015 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 52 12 124 24 40 202 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 61 14 146 28 47 238 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 492 160 0 0 174 0 Stage 1 160 - - - - - Stage 2 332 - - - - - 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 536 885 - - 1403 - Stage 1 869 - - - - - Stage 2 727 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 518 885 - - 1403 - Mov Cap-2 Maneuver 518 - - - - - Stage 1 869 - - - - - Stage 2 703 - - - - - Approach WB NB SB HCM Control Delay, s 12.4 0 1.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 562 1403 - HCM Lane V/C Ratio - - 0.134 0.034 - HCM Control Delay (s) - - 12.4 7.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.5 0.1 - Lanes and Geometrics Short Bkgrd PM 3: Lady Moon & Banner Access 8/20/2015 Synchro 9 Light Report Delich Associates sb pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 200 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.975 0.978 Flt Protected 0.961 0.950 Satd. Flow (prot) 1745 0 1822 0 1770 1863 Flt Permitted 0.961 0.950 Satd. Flow (perm) 1745 0 1822 0 1770 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 322 394 270 Travel Time (s) 7.3 9.0 6.1 Intersection Summary Area Type: Other APPENDIX F HCM 2010 Signalized Intersection Summary Long Bkgrd AM 120: Ziegler Rd & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 175 1935 245 130 1370 440 25 485 85 625 370 85 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 184 2037 138 137 1442 0 26 511 0 658 389 0 Adj No. of Lanes 131131221221 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 231 2119 648 163 1822 590 537 604 270 488 494 221 Arrive On Green 0.13 0.42 0.42 0.09 0.36 0.00 0.16 0.17 0.00 0.14 0.14 0.00 Sat Flow, veh/h 1845 5085 1555 1774 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 184 2037 138 137 1442 0 26 511 0 658 389 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1555 1774 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 11.6 46.8 6.8 9.1 30.5 0.0 0.8 16.8 0.0 17.0 12.8 0.0 Cycle Q Clear(g_c), s 11.6 46.8 6.8 9.1 30.5 0.0 0.8 16.8 0.0 17.0 12.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 231 2119 648 163 1822 590 537 604 270 488 494 221 V/C Ratio(X) 0.80 0.96 0.21 0.84 0.79 0.00 0.05 0.85 0.00 1.35 0.79 0.00 Avail Cap(c_a), veh/h 231 2119 648 163 1822 590 537 678 303 488 737 330 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 0.68 0.68 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.0 34.1 22.4 53.6 34.5 0.0 43.1 48.2 0.0 51.5 49.9 0.0 Incr Delay (d2), s/veh 17.6 12.4 0.7 22.8 2.5 0.0 0.0 8.9 0.0 170.5 3.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.1 24.3 3.0 5.5 14.7 0.0 0.4 9.0 0.0 19.6 6.4 0.0 LnGrp Delay(d),s/veh 68.6 46.4 23.2 76.5 37.0 0.0 43.1 57.2 0.0 222.0 53.3 0.0 LnGrp LOS E D C E D D E F D Approach Vol, veh/h 2359 1579 537 1047 Approach Delay, s/veh 46.8 40.4 56.5 159.3 Approach LOS D D E F Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 24.7 22.7 14.0 56.0 21.0 26.5 21.0 49.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 12.0 24.0 10.0 49.0 16.0 22.0 14.0 42.0 Max Q Clear Time (g_c+I1), s 2.8 14.8 11.1 48.8 19.0 18.8 13.6 32.5 Green Ext Time (p_c), s 1.4 1.0 0.0 0.2 0.0 0.7 0.3 4.3 Intersection Summary HCM 2010 Ctrl Delay 67.2 HCM 2010 LOS E Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Bkgrd AM 120: Ziegler Rd & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 19 31 14 56 21 29 21 49 Maximum Split (%) 15.8% 25.8% 11.7% 46.7% 17.5% 24.2% 17.5% 40.8% Minimum Split (s) 11 24 11 34 11 24 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 100 69 119 13 69 90 48 119 End Time (s) 119 100 13 69 90 119 69 48 Yield/Force Off (s) 112 93 9 62 85 112 62 41 Yield/Force Off 170(s) 112 93 9 43 85 112 62 25 Local Start Time (s) 59 28 78 92 28 49 7 78 Local Yield (s) 71 52 88 21 44 71 21 0 Local Yield 170(s) 71 52 88 2 44 71 21 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 120: Ziegler Rd & Harmony HCM 2010 Signalized Intersection Summary Long Bkgrd PM 120: Ziegler Rd & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 145 1735 285 160 2160 860 335 455 115 570 575 180 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 148 1770 141 163 2204 0 342 464 0 582 587 0 Adj No. of Lanes 131131221221 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 169 2257 690 203 2246 727 344 413 185 574 590 264 Arrive On Green 0.09 0.44 0.44 0.11 0.44 0.00 0.10 0.12 0.00 0.17 0.17 0.00 Sat Flow, veh/h 1845 5085 1556 1774 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 148 1770 141 163 2204 0 342 464 0 582 587 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1556 1774 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 9.5 35.6 6.7 10.8 51.3 0.0 11.9 14.0 0.0 20.0 19.9 0.0 Cycle Q Clear(g_c), s 9.5 35.6 6.7 10.8 51.3 0.0 11.9 14.0 0.0 20.0 19.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 169 2257 690 203 2246 727 344 413 185 574 590 264 V/C Ratio(X) 0.88 0.78 0.20 0.80 0.98 0.00 0.99 1.12 0.00 1.01 1.00 0.00 Avail Cap(c_a), veh/h 169 2257 690 222 2246 727 344 413 185 574 590 264 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 0.33 0.33 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.8 28.5 20.4 51.8 33.0 0.0 54.0 53.0 0.0 50.0 50.0 0.0 Incr Delay (d2), s/veh 36.4 2.8 0.7 6.4 7.4 0.0 46.7 82.4 0.0 41.3 35.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.6 17.1 3.0 5.6 25.4 0.0 7.9 11.6 0.0 12.8 12.6 0.0 LnGrp Delay(d),s/veh 90.2 31.3 21.1 58.2 40.4 0.0 100.7 135.4 0.0 91.3 85.7 0.0 LnGrp LOS F C C E D F F F F Approach Vol, veh/h 2059 2367 806 1169 Approach Delay, s/veh 34.8 41.6 120.7 88.5 Approach LOS C D F F Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.0 26.0 16.7 59.3 24.0 20.0 17.0 59.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 11.0 19.0 14.0 51.0 19.0 13.0 10.0 52.0 Max Q Clear Time (g_c+I1), s 13.9 21.9 12.8 37.6 22.0 16.0 11.5 53.3 Green Ext Time (p_c), s 0.0 0.0 0.1 7.4 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 57.9 HCM 2010 LOS E Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Bkgrd PM 120: Ziegler Rd & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 18 26 18 58 24 20 17 59 Maximum Split (%) 15.0% 21.7% 15.0% 48.3% 20.0% 16.7% 14.2% 49.2% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 91 65 109 7 65 89 48 109 End Time (s) 109 91 7 65 89 109 65 48 Yield/Force Off (s) 102 84 3 58 84 102 58 41 Yield/Force Off 170(s) 102 84 3 39 84 102 58 25 Local Start Time (s) 50 24 68 86 24 48 7 68 Local Yield (s) 61 43 82 17 43 61 17 0 Local Yield 170(s) 61 43 82 118 43 61 17 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 120: Ziegler Rd & Harmony HCM 2010 Signalized Intersection Summary Long Bkgrd AM 120: Ziegler Rd & Harmony EB & WB Dual LT Lanes Harmony Tech Park Filing 5 8/28/2015 Synchro 9 Light Report Delich Associates lb north am eb-wb dual lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 175 1935 245 130 1370 440 25 485 85 625 370 85 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 184 2037 138 137 1442 0 26 511 0 658 389 0 Adj No. of Lanes 231231221221 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 268 2093 640 218 1907 618 722 560 251 717 496 222 Arrive On Green 0.07 0.41 0.41 0.06 0.38 0.00 0.21 0.16 0.00 0.21 0.14 0.00 Sat Flow, veh/h 3579 5085 1555 3442 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 184 2037 138 137 1442 0 26 511 0 658 389 0 Grp Sat Flow(s),veh/h/ln 1790 1695 1555 1721 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 6.0 47.2 6.9 4.7 29.7 0.0 0.7 17.0 0.0 22.5 12.7 0.0 Cycle Q Clear(g_c), s 6.0 47.2 6.9 4.7 29.7 0.0 0.7 17.0 0.0 22.5 12.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 268 2093 640 218 1907 618 722 560 251 717 496 222 V/C Ratio(X) 0.69 0.97 0.22 0.63 0.76 0.00 0.04 0.91 0.00 0.92 0.78 0.00 Avail Cap(c_a), veh/h 268 2093 640 229 1907 618 722 560 251 717 796 356 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 0.68 0.68 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 54.1 34.7 22.8 54.8 32.7 0.0 37.8 49.7 0.0 46.5 49.8 0.0 Incr Delay (d2), s/veh 7.1 14.3 0.8 3.4 1.9 0.0 0.0 19.3 0.0 16.8 2.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 24.8 3.1 2.3 14.2 0.0 0.3 9.8 0.0 12.4 6.4 0.0 LnGrp Delay(d),s/veh 61.2 48.9 23.6 58.2 34.7 0.0 37.8 69.0 0.0 63.3 52.6 0.0 LnGrp LOS E D C E C D E E D Approach Vol, veh/h 2359 1579 537 1047 Approach Delay, s/veh 48.4 36.7 67.4 59.3 Approach LOS D D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 31.2 22.8 10.6 55.4 29.0 25.0 15.0 51.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 14.0 26.0 7.0 48.0 24.0 18.0 8.0 44.0 Max Q Clear Time (g_c+I1), s 2.7 14.7 6.7 49.2 24.5 19.0 8.0 31.7 Green Ext Time (p_c), s 1.6 1.1 0.0 0.0 0.0 0.0 0.0 5.0 Intersection Summary HCM 2010 Ctrl Delay 49.0 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Bkgrd AM 120: Ziegler Rd & Harmony EB & WB Dual LT Lanes Harmony Tech Park Filing 5 8/28/2015 Synchro 9 Light Report Delich Associates lb north am eb-wb dual lt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 21 33 11 55 29 25 15 51 Maximum Split (%) 17.5% 27.5% 9.2% 45.8% 24.2% 20.8% 12.5% 42.5% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 96 63 117 8 63 92 48 117 End Time (s) 117 96 8 63 92 117 63 48 Yield/Force Off (s) 110 89 4 56 87 110 56 41 Yield/Force Off 170(s) 110 89 4 37 87 110 56 25 Local Start Time (s) 55 22 76 87 22 51 7 76 Local Yield (s) 69 48 83 15 46 69 15 0 Local Yield 170(s) 69 48 83 116 46 69 15 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 120: Ziegler Rd & Harmony HCM 2010 Signalized Intersection Summary Long Bkgrd PM 120: Ziegler Rd & Harmony EB & WB Dual LT Lanes Harmony Tech Park Filing 5 8/28/2015 Synchro 9 Light Report Delich Associates lb north pm eb-wb dual lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 145 1735 285 160 2160 860 335 455 115 570 575 180 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 148 1770 140 163 2204 0 342 464 0 582 587 0 Adj No. of Lanes 231231221221 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 179 2266 693 245 2246 727 414 501 224 631 665 298 Arrive On Green 0.05 0.45 0.45 0.07 0.44 0.00 0.12 0.14 0.00 0.18 0.19 0.00 Sat Flow, veh/h 3579 5085 1556 3442 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 148 1770 140 163 2204 0 342 464 0 582 587 0 Grp Sat Flow(s),veh/h/ln 1790 1695 1556 1721 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 4.9 35.5 6.6 5.5 51.3 0.0 11.6 15.5 0.0 19.9 19.4 0.0 Cycle Q Clear(g_c), s 4.9 35.5 6.6 5.5 51.3 0.0 11.6 15.5 0.0 19.9 19.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 179 2266 693 245 2246 727 414 501 224 631 665 298 V/C Ratio(X) 0.83 0.78 0.20 0.67 0.98 0.00 0.83 0.93 0.00 0.92 0.88 0.00 Avail Cap(c_a), veh/h 179 2266 693 258 2246 727 414 501 224 631 678 303 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 0.33 0.33 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 56.5 28.3 20.3 54.3 33.0 0.0 51.5 50.9 0.0 48.2 47.4 0.0 Incr Delay (d2), s/veh 26.2 2.8 0.7 2.0 7.4 0.0 12.8 23.2 0.0 19.2 12.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 17.1 2.9 2.7 25.4 0.0 6.3 9.2 0.0 11.1 10.6 0.0 LnGrp Delay(d),s/veh 82.7 31.0 20.9 56.4 40.4 0.0 64.4 74.1 0.0 67.4 60.3 0.0 LnGrp LOS F C C E D E E E E Approach Vol, veh/h 2058 2367 806 1169 Approach Delay, s/veh 34.1 41.5 70.0 63.8 Approach LOS C D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.4 28.6 11.5 59.5 26.0 23.0 12.0 59.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 13.0 22.0 8.0 52.0 21.0 16.0 5.0 52.0 Max Q Clear Time (g_c+I1), s 13.6 21.4 7.5 37.5 21.9 17.5 6.9 53.3 Green Ext Time (p_c), s 0.0 0.2 0.0 7.8 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 46.8 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Bkgrd PM 120: Ziegler Rd & Harmony EB & WB Dual LT Lanes Harmony Tech Park Filing 5 8/28/2015 Synchro 9 Light Report Delich Associates lb north pm eb-wb dual lt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 20 29 12 59 26 23 12 59 Maximum Split (%) 16.7% 24.2% 10.0% 49.2% 21.7% 19.2% 10.0% 49.2% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 60 109 1 60 86 48 109 End Time (s) 109 89 1 60 86 109 60 48 Yield/Force Off (s) 102 82 117 53 81 102 53 41 Yield/Force Off 170(s) 102 82 117 34 81 102 53 25 Local Start Time (s) 48 19 68 80 19 45 7 68 Local Yield (s) 61 41 76 12 40 61 12 0 Local Yield 170(s) 61 41 76 113 40 61 12 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 120: Ziegler Rd & Harmony HCM 2010 Signalized Intersection Summary Long Bkgrd AM 3: Technology/HP West & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 175 2125 345 225 1875 55 50 0 30 10 0 15 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 184 2237 209 237 1974 55 53 0 0 11 0 0 Adj No. of Lanes 131130210110 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 224 3604 1122 276 3753 104 124 2 0 33 2 0 Arrive On Green 0.13 0.71 0.71 0.16 0.74 0.74 0.04 0.00 0.00 0.02 0.00 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5086 142 3442 1863 0 1774 1863 0 Grp Volume(v), veh/h 184 2237 209 237 1315 714 53 0 0 11 0 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1838 1721 1863 0 1774 1863 0 Q Serve(g_s), s 12.1 27.5 5.3 15.6 19.9 20.0 1.8 0.0 0.0 0.7 0.0 0.0 Cycle Q Clear(g_c), s 12.1 27.5 5.3 15.6 19.9 20.0 1.8 0.0 0.0 0.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 224 3604 1122 276 2501 1356 124 2 0 33 2 0 V/C Ratio(X) 0.82 0.62 0.19 0.86 0.53 0.53 0.43 0.00 0.00 0.33 0.00 0.00 Avail Cap(c_a), veh/h 237 3604 1122 281 2501 1356 229 171 0 118 171 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 0.74 0.74 0.74 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 51.1 9.1 5.9 49.4 6.7 6.7 56.6 0.0 0.0 58.2 0.0 0.0 Incr Delay (d2), s/veh 2.1 0.1 0.0 17.4 0.2 0.3 2.3 0.0 0.0 5.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.1 12.7 2.3 9.0 9.2 10.0 0.9 0.0 0.0 0.4 0.0 0.0 LnGrp Delay(d),s/veh 53.2 9.2 5.9 66.8 6.9 7.0 59.0 0.0 0.0 64.0 0.0 0.0 LnGrp LOS D AAEAAE E Approach Vol, veh/h 2630 2266 53 11 Approach Delay, s/veh 12.0 13.2 59.0 64.0 Approach LOS BBEE Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.3 0.0 22.6 89.0 6.2 2.1 19.1 92.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 7.0 10.0 18.0 65.0 7.0 10.0 15.0 68.0 Max Q Clear Time (g_c+I1), s 3.8 0.0 17.6 29.5 2.7 0.0 14.1 22.0 Green Ext Time (p_c), s 0.0 0.0 0.0 33.9 0.0 0.0 0.0 43.4 Intersection Summary HCM 2010 Ctrl Delay 13.2 HCM 2010 LOS B Timing Report, Sorted By Phase Long Bkgrd AM 3: Technology/HP West & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None Max None C-Max None Max None None Maximum Split (s) 12 15 23 70 12 15 20 73 Maximum Split (%) 10.0% 12.5% 19.2% 58.3% 10.0% 12.5% 16.7% 60.8% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 12 27 50 0 12 27 47 End Time (s) 12 27 50 0 12 27 47 0 Yield/Force Off (s) 7 22 45 115 7 22 42 115 Yield/Force Off 170(s) 7 22 45 115 7 22 42 115 Local Start Time (s) 5 17 32 55 5 17 32 52 Local Yield (s) 12 27 50 0 12 27 47 0 Local Yield 170(s) 12 27 50 0 12 27 47 0 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: 3: Technology/HP West & Harmony HCM 2010 Signalized Intersection Summary Long Bkgrd PM 3: Technology/HP West & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 25 2315 80 50 2680 10 365 0 210 75 0 135 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 26 2362 14 51 2735 10 372 0 117 77 0 0 Adj No. of Lanes 131130210110 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 49 2788 868 80 2959 11 458 0 333 112 262 0 Arrive On Green 0.03 0.55 0.55 0.05 0.57 0.57 0.13 0.00 0.21 0.06 0.00 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5230 19 3442 0 1583 1774 1863 0 Grp Volume(v), veh/h 26 2362 14 51 1772 973 372 0 117 77 0 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1859 1721 0 1583 1774 1863 0 Q Serve(g_s), s 1.7 47.0 0.5 3.4 57.1 57.2 12.6 0.0 7.6 5.1 0.0 0.0 Cycle Q Clear(g_c), s 1.7 47.0 0.5 3.4 57.1 57.2 12.6 0.0 7.6 5.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.01 1.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 49 2788 868 80 1918 1052 458 0 333 112 262 0 V/C Ratio(X) 0.53 0.85 0.02 0.64 0.92 0.93 0.81 0.00 0.35 0.69 0.00 0.00 Avail Cap(c_a), veh/h 118 2839 884 118 1918 1052 516 0 333 118 262 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.46 0.46 0.46 0.63 0.63 0.63 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.6 22.9 12.4 56.3 23.7 23.7 50.6 0.0 40.4 55.1 0.0 0.0 Incr Delay (d2), s/veh 4.0 1.2 0.0 5.2 5.5 9.3 8.7 0.0 2.9 14.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 22.2 0.2 1.8 28.0 31.9 6.5 0.0 3.6 3.0 0.0 0.0 LnGrp Delay(d),s/veh 61.6 24.1 12.4 61.5 29.2 33.0 59.3 0.0 43.3 69.7 0.0 0.0 LnGrp LOS E C B E C C E D E Approach Vol, veh/h 2402 2796 489 77 Approach Delay, s/veh 24.4 31.1 55.5 69.7 Approach LOS C C E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.0 20.8 9.4 69.8 11.6 29.2 7.3 71.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 17.0 10.0 7.0 66.0 7.0 20.0 7.0 66.0 Max Q Clear Time (g_c+I1), s 14.6 0.0 5.4 49.0 7.1 9.6 3.7 59.2 Green Ext Time (p_c), s 0.3 0.0 0.0 15.8 0.0 0.4 0.0 6.7 Intersection Summary HCM 2010 Ctrl Delay 30.9 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd PM 3: Technology/HP West & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 22 15 12 71 12 25 12 71 Maximum Split (%) 18.3% 12.5% 10.0% 59.2% 10.0% 20.8% 10.0% 59.2% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 83 105 0 12 83 95 0 12 End Time (s) 105 0 12 83 95 0 12 83 Yield/Force Off (s) 100 115 7 78 90 115 7 78 Yield/Force Off 170(s) 100 115 7 78 90 115 7 78 Local Start Time (s) 83 105 0 12 83 95 0 12 Local Yield (s) 100 115 7 78 90 115 7 78 Local Yield 170(s) 100 115 7 78 90 115 7 78 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Red Splits and Phases: 3: Technology/HP West & Harmony HCM 2010 Signalized Intersection Summary Long Bkgrd AM 174: Lady Moon/HP East & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 120 1695 350 325 1920 180 230 50 70 5 5 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 126 1784 229 342 2021 113 242 53 30 5 5 0 Adj No. of Lanes 131231210111 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 162 2733 850 561 3202 996 334 138 78 24 75 64 Arrive On Green 0.18 1.00 1.00 0.16 0.63 0.63 0.10 0.12 0.12 0.01 0.04 0.00 Sat Flow, veh/h 1774 5085 1582 3442 5085 1582 3442 1118 633 1774 1863 1583 Grp Volume(v), veh/h 126 1784 229 342 2021 113 242 0 83 5 5 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1582 1721 1695 1582 1721 0 1751 1774 1863 1583 Q Serve(g_s), s 8.1 0.0 0.0 11.1 29.3 3.4 8.2 0.0 5.2 0.3 0.3 0.0 Cycle Q Clear(g_c), s 8.1 0.0 0.0 11.1 29.3 3.4 8.2 0.0 5.2 0.3 0.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.36 1.00 1.00 Lane Grp Cap(c), veh/h 162 2733 850 561 3202 996 334 0 217 24 75 64 V/C Ratio(X) 0.78 0.65 0.27 0.61 0.63 0.11 0.73 0.00 0.38 0.21 0.07 0.00 Avail Cap(c_a), veh/h 177 2733 850 561 3202 996 488 0 233 163 155 132 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.51 0.51 0.51 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 47.8 0.0 0.0 46.7 13.7 8.9 52.6 0.0 48.4 58.6 55.4 0.0 Incr Delay (d2), s/veh 9.8 0.6 0.4 1.9 0.4 0.0 3.0 0.0 1.1 4.3 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 0.2 0.1 5.4 13.8 1.5 4.0 0.0 2.6 0.2 0.2 0.0 LnGrp Delay(d),s/veh 57.7 0.6 0.4 48.6 14.1 8.9 55.6 0.0 49.5 62.8 55.8 0.0 LnGrp LOS E A A D B A E D E E Approach Vol, veh/h 2139 2476 325 10 Approach Delay, s/veh 4.0 18.6 54.1 59.3 Approach LOS A B D E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.6 9.8 25.5 70.0 4.6 19.8 14.0 81.6 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 16.0 9.0 8.0 63.5 10.0 15.0 11.0 63.0 Max Q Clear Time (g_c+I1), s 10.2 2.3 13.1 2.0 2.3 7.2 10.1 31.3 Green Ext Time (p_c), s 0.4 0.1 0.0 11.8 0.0 0.1 0.0 14.4 Intersection Summary HCM 2010 Ctrl Delay 14.7 HCM 2010 LOS B Timing Report, Sorted By Phase Long Bkgrd AM 174: Lady Moon/HP East & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north 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) 20 15 15 70 14 21 15 70 Maximum Split (%) 16.7% 12.5% 12.5% 58.3% 11.7% 17.5% 12.5% 58.3% 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 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 12 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 55 20 70 35 49 70 85 End Time (s) 55 70 35 20 49 70 85 35 Yield/Force Off (s) 51 64 28 13.5 45 64 81 28 Yield/Force Off 170(s) 51 64 28 1.5 45 64 81 18 Local Start Time (s) 21.5 41.5 6.5 56.5 21.5 35.5 56.5 71.5 Local Yield (s) 37.5 50.5 14.5 0 31.5 50.5 67.5 14.5 Local Yield 170(s) 37.5 50.5 14.5 108 31.5 50.5 67.5 4.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 13.5 (11%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 174: Lady Moon/HP East & Harmony HCM 2010 Signalized Intersection Summary Long Bkgrd PM 174: Lady Moon/HP East & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 2390 200 225 2120 15 520 5 225 160 45 100 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 10 2439 122 230 2163 0 531 5 85 163 46 0 Adj No. of Lanes 131231210111 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 2521 784 401 3129 974 602 10 167 203 93 79 Arrive On Green 0.02 0.50 0.50 0.12 0.62 0.00 0.17 0.11 0.11 0.11 0.05 0.00 Sat Flow, veh/h 1774 5085 1582 3442 5085 1583 3442 89 1508 1774 1863 1583 Grp Volume(v), veh/h 10 2439 122 230 2163 0 531 0 90 163 46 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1582 1721 1695 1583 1721 0 1597 1774 1863 1583 Q Serve(g_s), s 0.7 55.8 3.0 7.6 34.2 0.0 18.1 0.0 6.4 10.7 2.9 0.0 Cycle Q Clear(g_c), s 0.7 55.8 3.0 7.6 34.2 0.0 18.1 0.0 6.4 10.7 2.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 Lane Grp Cap(c), veh/h 32 2521 784 401 3129 974 602 0 177 203 93 79 V/C Ratio(X) 0.32 0.97 0.16 0.57 0.69 0.00 0.88 0.00 0.51 0.80 0.49 0.00 Avail Cap(c_a), veh/h 118 2521 784 401 3129 974 602 0 213 222 155 132 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.49 0.49 0.49 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 58.2 29.3 5.9 50.2 15.4 0.0 48.3 0.0 50.3 51.8 55.5 0.0 Incr Delay (d2), s/veh 2.8 7.0 0.2 2.0 0.7 0.0 14.3 0.0 2.3 17.5 4.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 27.6 1.3 3.7 16.0 0.0 9.8 0.0 2.9 6.2 1.6 0.0 LnGrp Delay(d),s/veh 61.0 36.3 6.1 52.2 16.1 0.0 62.6 0.0 52.6 69.3 59.5 0.0 LnGrp LOS E D A D B E D E E Approach Vol, veh/h 2571 2393 621 209 Approach Delay, s/veh 35.0 19.6 61.1 67.1 Approach LOS C B E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 24.0 11.0 20.0 65.0 16.8 18.3 5.1 79.8 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 20.0 9.0 9.0 58.5 14.0 15.0 7.0 63.0 Max Q Clear Time (g_c+I1), s 20.1 4.9 9.6 57.8 12.7 8.4 2.7 36.2 Green Ext Time (p_c), s 0.0 0.1 0.0 0.7 0.1 0.2 0.0 13.2 Intersection Summary HCM 2010 Ctrl Delay 32.6 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd PM 174: Lady Moon/HP East & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lb north 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) 24 15 16 65 18 21 11 70 Maximum Split (%) 20.0% 12.5% 13.3% 54.2% 15.0% 17.5% 9.2% 58.3% 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 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 12 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 17.5 41.5 1.5 56.5 17.5 35.5 56.5 67.5 End Time (s) 41.5 56.5 17.5 1.5 35.5 56.5 67.5 17.5 Yield/Force Off (s) 37.5 50.5 10.5 115 31.5 50.5 63.5 10.5 Yield/Force Off 170(s) 37.5 50.5 10.5 103 31.5 50.5 63.5 0.5 Local Start Time (s) 22.5 46.5 6.5 61.5 22.5 40.5 61.5 72.5 Local Yield (s) 42.5 55.5 15.5 0 36.5 55.5 68.5 15.5 Local Yield 170(s) 42.5 55.5 15.5 108 36.5 55.5 68.5 5.5 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 HCM 2010 TWSC Long Bkgrd AM 7: Lady Moon & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 55 295 20 0 680 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 2 2 2 2 2 Mvmt Flow 0 58 311 21 0 716 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1037 321 0 0 332 0 Stage 1 321 - - - - - Stage 2 716 - - - - - 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 256 720 - - 1227 - Stage 1 735 - - - - - Stage 2 484 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 256 720 - - 1227 - Mov Cap-2 Maneuver 375 - - - - - Stage 1 735 - - - - - Stage 2 484 - - - - - Approach WB NB SB HCM Control Delay, s 10.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 720 1227 - HCM Lane V/C Ratio - - 0.08 - - HCM Control Delay (s) - - 10.4 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.3 0 - Lanes and Geometrics Long Bkgrd AM 7: Lady Moon & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.991 Flt Protected Satd. Flow (prot) 0 1611 1846 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1846 0 0 1863 Link Speed (mph) 30 25 25 Link Distance (ft) 169 260 464 Travel Time (s) 3.8 7.1 12.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 7: Lady Moon & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 120 630 15 0 470 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 2 2 2 2 2 Mvmt Flow 0 126 663 16 0 495 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1166 671 0 0 679 0 Stage 1 671 - - - - - Stage 2 495 - - - - - 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 214 456 - - 913 - Stage 1 508 - - - - - Stage 2 613 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 214 456 - - 913 - Mov Cap-2 Maneuver 214 - - - - - Stage 1 508 - - - - - Stage 2 613 - - - - - Approach WB NB SB HCM Control Delay, s 15.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 456 913 - HCM Lane V/C Ratio - - 0.277 - - HCM Control Delay (s) - - 15.9 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 1.1 0 - Lanes and Geometrics Long Bkgrd PM 7: Lady Moon & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.997 Flt Protected Satd. Flow (prot) 0 1611 1857 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1857 0 0 1863 Link Speed (mph) 30 25 25 Link Distance (ft) 169 333 391 Travel Time (s) 3.8 9.1 10.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd AM 14: Lady Moon & Timberwood/Banner Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Intersection Int Delay, s/veh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 30 15 35 10 30 40 275 45 180 410 90 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 160 - - - 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 32 16 37 11 32 42 289 47 189 432 95 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1276 1279 479 1271 1302 313 526 0 0 337 0 0 Stage 1 858 858 - 397 397 - - - - - - - Stage 2 418 421 - 874 905 - - - - - - - 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 144 166 587 145 161 727 1041 - - 1222 - - Stage 1 352 374 - 629 603 - - - - - - - Stage 2 612 589 - 344 355 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 111 135 587 100 131 727 1041 - - 1222 - - Mov Cap-2 Maneuver 111 135 - 100 131 - - - - - - - Stage 1 338 316 - 604 579 - - - - - - - Stage 2 552 565 - 255 300 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 36.8 47.6 1 2.2 HCM LOS E E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1041 - - 128 587 160 1222 - - HCM Lane V/C Ratio 0.04 - - 0.329 0.027 0.493 0.155 - - HCM Control Delay (s) 8.6 - - 46.3 11.3 47.6 8.5 - - HCM Lane LOS A - - EBEA-- HCM 95th %tile Q(veh) 0.1 - - 1.3 0.1 2.4 0.5 - - Lanes and Geometrics Long Bkgrd AM 14: Lady Moon & Timberwood/Banner Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 160 0 0 100 0 100 0 Storage Lanes 0 1 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.946 0.979 0.973 Flt Protected 0.987 0.977 0.950 0.950 Satd. Flow (prot) 0 1839 1583 0 1722 0 1770 1824 0 1770 1812 0 Flt Permitted 0.987 0.977 0.950 0.950 Satd. Flow (perm) 0 1839 1583 0 1722 0 1770 1824 0 1770 1812 0 Link Speed (mph) 30 30 25 25 Link Distance (ft) 338 220 457 260 Travel Time (s) 7.7 5.0 12.5 7.1 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 14: Lady Moon & Timberwood/Banner Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Intersection Int Delay, s/veh 18.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 90 15 45 55 35 80 5 475 25 100 350 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 160 - - - 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 95 16 47 58 37 84 5 500 26 105 368 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1173 1126 379 1121 1124 513 389 0 0 526 0 0 Stage 1 589 589 - 524 524 - - - - - - - Stage 2 584 537 - 597 600 - - - - - - - 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 169 205 668 183 205 561 1170 - - 1041 - - Stage 1 494 495 - 537 530 - - - - - - - Stage 2 498 523 - 490 490 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 112 184 668 146 184 561 1170 - - 1041 - - Mov Cap-2 Maneuver 112 184 - 146 184 - - - - - - - Stage 1 492 445 - 535 528 - - - - - - - Stage 2 392 521 - 395 441 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 96.2 53.9 0.1 1.9 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1170 - - 119 668 240 1041 - - HCM Lane V/C Ratio 0.004 - - 0.929 0.071 0.746 0.101 - - HCM Control Delay (s) 8.1 - - 132.8 10.8 53.9 8.8 - - HCM Lane LOS A - - F B F A - - HCM 95th %tile Q(veh) 0 - - 5.9 0.2 5.2 0.3 - - Lanes and Geometrics Long Bkgrd PM 14: Lady Moon & Timberwood/Banner Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 160 0 0 100 0 100 0 Storage Lanes 0 1 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.937 0.993 0.992 Flt Protected 0.959 0.984 0.950 0.950 Satd. Flow (prot) 0 1786 1583 0 1717 0 1770 1850 0 1770 1848 0 Flt Permitted 0.959 0.984 0.950 0.950 Satd. Flow (perm) 0 1786 1583 0 1717 0 1770 1850 0 1770 1848 0 Link Speed (mph) 30 30 25 25 Link Distance (ft) 335 220 457 333 Travel Time (s) 7.6 5.0 12.5 9.1 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd AM 11: Access A & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Intersection Int Delay, s/veh 3.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 45 65 100 40 5 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 47 68 105 42 5 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 116 0 335 82 Stage 1 - - - - 82 - Stage 2 - - - - 253 - 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 - - 1473 - 660 978 Stage 1 - - - - 941 - Stage 2 - - - - 789 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1473 - 612 978 Mov Cap-2 Maneuver - - - - 612 - Stage 1 - - - - 941 - Stage 2 - - - - 731 - Approach EB WB NB HCM Control Delay, s 0 5.5 9.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 815 - - 1473 - HCM Lane V/C Ratio 0.019 - - 0.071 - HCM Control Delay (s) 9.5 - - 7.6 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0.2 - Lanes and Geometrics Long Bkgrd AM 11: Access A & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.920 0.907 Flt Protected 0.966 0.985 Satd. Flow (prot) 1714 0 0 1799 1664 0 Flt Permitted 0.966 0.985 Satd. Flow (perm) 1714 0 0 1799 1664 0 Link Speed (mph) 30 30 30 Link Distance (ft) 415 338 219 Travel Time (s) 9.4 7.7 5.0 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 11: Access A & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Intersection Int Delay, s/veh 6.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 50 15 20 40 70 100 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 53 16 21 42 74 105 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 68 0 145 61 Stage 1 - - - - 61 - Stage 2 - - - - 84 - 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 - - 1533 - 847 1004 Stage 1 - - - - 962 - Stage 2 - - - - 939 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1533 - 835 1004 Mov Cap-2 Maneuver - - - - 835 - Stage 1 - - - - 962 - Stage 2 - - - - 926 - Approach EB WB NB HCM Control Delay, s 0 2.5 9.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 927 - - 1533 - HCM Lane V/C Ratio 0.193 - - 0.014 - HCM Control Delay (s) 9.8 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.7 - - 0 - Lanes and Geometrics Long Bkgrd PM 11: Access A & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.969 0.921 Flt Protected 0.984 0.980 Satd. Flow (prot) 1805 0 0 1833 1681 0 Flt Permitted 0.984 0.980 Satd. Flow (perm) 1805 0 0 1833 1681 0 Link Speed (mph) 30 30 30 Link Distance (ft) 457 335 198 Travel Time (s) 10.4 7.6 4.5 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd AM 17: Access B & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 95 105 20 25 15 5 5 0 5 0 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 100 111 21 26 16 5 5 0 5 0 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 21 0 0 132 0 0 395 395 121 395 403 18 Stage 1 - - - - - - 321 321 - 71 71 - Stage 2 - - - - - - 74 74 - 324 332 - 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 1595 - - 1453 - - 565 542 930 565 536 1061 Stage 1 - - - - - - 691 652 - 939 836 - Stage 2 - - - - - - 935 833 - 688 644 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1595 - - 1453 - - 526 496 930 525 491 1061 Mov Cap-2 Maneuver - - - - - - 526 496 - 525 491 - Stage 1 - - - - - - 644 608 - 875 821 - Stage 2 - - - - - - 914 818 - 638 600 - Approach EB WB NB SB HCM Control Delay, s 3.2 4.2 10.4 8.4 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 672 1595 - - 1453 - - 1061 HCM Lane V/C Ratio 0.016 0.063 - - 0.018 - - 0.005 HCM Control Delay (s) 10.4 7.4 0 - 7.5 0 - 8.4 HCM Lane LOS B A A - A A - A HCM 95th %tile Q(veh) 0 0.2 - - 0.1 - - 0 Lanes and Geometrics Long Bkgrd AM 17: Access B & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.988 0.986 0.932 0.865 Flt Protected 0.979 0.973 0.976 Satd. Flow (prot) 0 1802 0 0 1787 0 0 1694 0 0 1611 0 Flt Permitted 0.979 0.973 0.976 Satd. Flow (perm) 0 1802 0 0 1787 0 0 1694 0 0 1611 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 579 415 198 209 Travel Time (s) 13.2 9.4 4.5 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 17: Access B & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 35 5 5 105 0 20 0 25 5 0 40 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 37 5 5 111 0 21 0 26 5 0 42 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 111 0 0 42 0 0 224 203 39 216 205 111 Stage 1 - - - - - - 82 82 - 121 121 - Stage 2 - - - - - - 142 121 - 95 84 - 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 1479 - - 1567 - - 732 693 1033 740 691 942 Stage 1 - - - - - - 926 827 - 883 796 - Stage 2 - - - - - - 861 796 - 912 825 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1479 - - 1567 - - 690 681 1033 711 679 942 Mov Cap-2 Maneuver - - - - - - 690 681 - 711 679 - Stage 1 - - - - - - 912 815 - 870 794 - Stage 2 - - - - - - 820 794 - 875 813 - Approach EB WB NB SB HCM Control Delay, s 2.5 0.3 9.5 9.2 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 846 1479 - - 1567 - - 909 HCM Lane V/C Ratio 0.056 0.014 - - 0.003 - - 0.052 HCM Control Delay (s) 9.5 7.5 0 - 7.3 0 - 9.2 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.2 Lanes and Geometrics Long Bkgrd PM 17: Access B & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.989 0.925 0.879 Flt Protected 0.984 0.998 0.978 0.995 Satd. Flow (prot) 0 1813 0 0 1859 0 0 1685 0 0 1629 0 Flt Permitted 0.984 0.998 0.978 0.995 Satd. Flow (perm) 0 1813 0 0 1859 0 0 1685 0 0 1629 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 540 457 204 209 Travel Time (s) 12.3 10.4 4.6 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd AM 13: Technology & Intel/Timberwood Harmony Tech Park Filing 5 8/27/2015 Synchro 9 Light Report Delich Associates lb north am.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 0 5 15 0 10 20 45 85 135 385 50 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 160 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 0 5 16 0 11 21 47 89 142 405 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 850 895 432 852 876 92 458 0 0 137 0 0 Stage 1 716 716 - 134 134 - - - - - - - Stage 2 134 179 - 718 742 - - - - - - - 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 280 280 624 280 287 965 1103 - - 1447 - - Stage 1 421 434 - 869 785 - - - - - - - Stage 2 869 751 - 420 422 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 252 248 624 253 254 965 1103 - - 1447 - - Mov Cap-2 Maneuver 252 248 - 253 254 - - - - - - - Stage 1 413 391 - 852 770 - - - - - - - Stage 2 843 737 - 376 381 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.1 15.6 1.1 1.8 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1103 - - 296 253 965 1447 - - HCM Lane V/C Ratio 0.019 - - 0.071 0.062 0.011 0.098 - - HCM Control Delay (s) 8.3 - - 18.1 20.2 8.8 7.8 - - HCM Lane LOS A - - C C A A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0 0.3 - - Lanes and Geometrics Long Bkgrd AM 13: Technology & Intel/Timberwood Harmony Tech Park Filing 5 8/27/2015 Synchro 9 Light Report Delich Associates lb north am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 160 100 0 100 100 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.968 0.850 0.902 0.983 Flt Protected 0.963 0.950 0.950 0.950 Satd. Flow (prot) 0 1736 0 0 1770 1583 1770 1680 0 1770 1831 0 Flt Permitted 0.963 0.950 0.950 0.950 Satd. Flow (perm) 0 1736 0 0 1770 1583 1770 1680 0 1770 1831 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 169 579 1380 297 Travel Time (s) 3.8 13.2 31.4 6.8 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 13: Technology & Intel/Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 60 0 20 95 0 70 5 395 35 25 90 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 160 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 63 0 21 100 0 74 5 416 37 26 95 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 600 618 103 611 608 434 111 0 0 453 0 0 Stage 1 155 155 - 445 445 - - - - - - - Stage 2 445 463 - 166 163 - - - - - - - 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 413 405 952 406 410 622 1479 - - 1108 - - Stage 1 847 769 - 592 575 - - - - - - - Stage 2 592 564 - 836 763 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 357 394 952 389 399 622 1479 - - 1108 - - Mov Cap-2 Maneuver 357 394 - 389 399 - - - - - - - Stage 1 844 751 - 590 573 - - - - - - - Stage 2 520 562 - 798 745 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.6 14.9 0.1 1.6 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1479 - - 423 389 622 1108 - - HCM Lane V/C Ratio 0.004 - - 0.199 0.257 0.118 0.024 - - HCM Control Delay (s) 7.4 - - 15.6 17.4 11.6 8.3 - - HCM Lane LOS A - - C C B A - - HCM 95th %tile Q(veh) 0 - - 0.7 1 0.4 0.1 - - Lanes and Geometrics Long Bkgrd PM 13: Technology & Intel/Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 160 100 0 100 100 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.966 0.850 0.988 0.978 Flt Protected 0.964 0.950 0.950 0.950 Satd. Flow (prot) 0 1735 0 0 1770 1583 1770 1840 0 1770 1822 0 Flt Permitted 0.964 0.950 0.950 0.950 Satd. Flow (perm) 0 1735 0 0 1770 1583 1770 1840 0 1770 1822 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 169 540 1380 297 Travel Time (s) 3.8 12.3 31.4 6.8 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd AM 1: Technology & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 15 65 5 0 570 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 2 2 2 2 2 Mvmt Flow 0 16 68 5 0 600 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 671 71 0 0 74 0 Stage 1 71 - - - - - Stage 2 600 - - - - - 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 422 991 - - 1526 - Stage 1 952 - - - - - Stage 2 548 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 422 991 - - 1526 - Mov Cap-2 Maneuver 422 - - - - - Stage 1 952 - - - - - Stage 2 548 - - - - - Approach WB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 991 1526 - HCM Lane V/C Ratio - - 0.016 - - HCM Control Delay (s) - - 8.7 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Long Bkgrd AM 1: Technology & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.991 Flt Protected Satd. Flow (prot) 0 1611 1846 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1846 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 239 297 357 Travel Time (s) 5.4 6.8 8.1 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 1: Technology & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 50 525 0 0 120 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 2 2 2 2 2 Mvmt Flow 0 53 553 0 0 126 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 679 553 0 0 553 0 Stage 1 553 - - - - - Stage 2 126 - - - - - 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 417 533 - - 1017 - Stage 1 576 - - - - - Stage 2 900 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 417 533 - - 1017 - Mov Cap-2 Maneuver 417 - - - - - Stage 1 576 - - - - - Stage 2 900 - - - - - Approach WB NB SB HCM Control Delay, s 12.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 533 1017 - HCM Lane V/C Ratio - - 0.099 - - HCM Control Delay (s) - - 12.5 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.3 0 - Lanes and Geometrics Long Bkgrd PM 1: Technology & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lb north pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 Flt Protected Satd. Flow (prot) 0 1611 1863 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1863 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 239 297 357 Travel Time (s) 5.4 6.8 8.1 Intersection Summary Area Type: Other APPENDIX G HCM 2010 Signalized Intersection Summary Short Total AM 12: Harmony & Ziegler 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 164 1198 170 120 1478 531 254 392 83 617 242 74 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1900 1863 1863 1937 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 182 1331 170 133 1642 0 282 436 82 686 269 0 Adj No. of Lanes 130131220221 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 215 1751 224 163 1695 549 841 496 93 688 374 167 Arrive On Green 0.12 0.38 0.38 0.09 0.33 0.00 0.24 0.17 0.16 0.20 0.11 0.00 Sat Flow, veh/h 1845 4567 583 1774 5085 1647 3442 2978 556 3442 3539 1583 Grp Volume(v), veh/h 182 988 513 133 1642 0 282 258 260 686 269 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1760 1774 1695 1647 1721 1770 1765 1721 1770 1583 Q Serve(g_s), s 11.6 30.4 30.5 8.8 38.1 0.0 8.1 17.1 17.3 23.9 8.8 0.0 Cycle Q Clear(g_c), s 11.6 30.4 30.5 8.8 38.1 0.0 8.1 17.1 17.3 23.9 8.8 0.0 Prop In Lane 1.00 0.33 1.00 1.00 1.00 0.32 1.00 1.00 Lane Grp Cap(c), veh/h 215 1300 675 163 1695 549 841 295 294 688 374 167 V/C Ratio(X) 0.85 0.76 0.76 0.82 0.97 0.00 0.34 0.87 0.88 1.00 0.72 0.00 Avail Cap(c_a), veh/h 215 1300 675 163 1695 549 841 295 294 688 885 396 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 0.43 0.43 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.9 32.2 32.4 53.5 39.4 0.0 37.3 48.8 49.0 48.0 51.9 0.0 Incr Delay (d2), s/veh 25.4 4.2 7.9 13.1 8.7 0.0 0.2 23.9 25.7 33.4 2.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 15.0 16.3 4.9 19.2 0.0 3.9 10.3 10.6 14.5 4.5 0.0 LnGrp Delay(d),s/veh 77.3 36.4 40.2 66.6 48.1 0.0 37.5 72.7 74.7 81.4 54.6 0.0 LnGrp LOS E D D E D D E E F D Approach Vol, veh/h 1683 1775 800 955 Approach Delay, s/veh 42.0 49.5 61.0 73.8 Approach LOS D D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 35.3 18.7 14.0 52.0 28.0 26.0 20.0 46.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 11.0 29.0 10.0 45.0 23.0 19.0 13.0 39.0 Max Q Clear Time (g_c+I1), s 10.1 10.8 10.8 32.5 25.9 19.3 13.6 40.1 Green Ext Time (p_c), s 0.3 0.8 0.0 5.3 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 53.3 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total AM 12: Harmony & Ziegler 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 18 36 14 52 28 26 20 46 Maximum Split (%) 15.0% 30.0% 11.7% 43.3% 23.3% 21.7% 16.7% 38.3% Minimum Split (s) 11 39 11 34 11 39 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 12 96 30 44 96 4 76 30 End Time (s) 30 12 44 96 4 30 96 76 Yield/Force Off (s) 23 5 40 89 119 23 89 69 Yield/Force Off 170(s) 23 5 40 70 119 23 89 53 Local Start Time (s) 63 27 81 95 27 55 7 81 Local Yield (s) 74 56 91 20 50 74 20 0 Local Yield 170(s) 74 56 91 1 50 74 20 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 135 Offset: 69 (58%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & Ziegler HCM 2010 Signalized Intersection Summary Short Total PM 12: Harmony & Ziegler 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 133 1677 255 137 1465 853 264 307 105 698 466 165 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1900 1863 1863 1937 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 141 1784 253 146 1559 0 281 327 82 743 496 0 Adj No. of Lanes 130131220221 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 169 1840 259 148 1907 618 551 395 98 717 608 272 Arrive On Green 0.09 0.41 0.40 0.08 0.38 0.00 0.16 0.14 0.13 0.21 0.17 0.00 Sat Flow, veh/h 1845 4506 635 1774 5085 1647 3442 2814 696 3442 3539 1583 Grp Volume(v), veh/h 141 1339 698 146 1559 0 281 204 205 743 496 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1751 1774 1695 1647 1721 1770 1740 1721 1770 1583 Q Serve(g_s), s 9.0 46.3 47.1 9.9 33.2 0.0 9.0 13.4 13.8 25.0 16.2 0.0 Cycle Q Clear(g_c), s 9.0 46.3 47.1 9.9 33.2 0.0 9.0 13.4 13.8 25.0 16.2 0.0 Prop In Lane 1.00 0.36 1.00 1.00 1.00 0.40 1.00 1.00 Lane Grp Cap(c), veh/h 169 1384 715 148 1907 618 551 248 244 717 608 272 V/C Ratio(X) 0.83 0.97 0.98 0.99 0.82 0.00 0.51 0.82 0.84 1.04 0.82 0.00 Avail Cap(c_a), veh/h 169 1384 715 148 1907 618 551 251 246 717 885 396 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 0.61 0.61 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.6 34.7 35.1 54.9 33.8 0.0 46.1 50.1 50.5 47.5 47.9 0.0 Incr Delay (d2), s/veh 28.6 17.5 28.4 54.1 2.5 0.0 0.8 19.1 21.9 43.3 3.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.9 24.9 28.3 7.0 15.9 0.0 4.3 7.9 8.1 16.2 8.3 0.0 LnGrp Delay(d),s/veh 82.2 52.2 63.5 109.0 36.3 0.0 46.9 69.2 72.4 90.8 51.7 0.0 LnGrp LOS F D E F D D E E F D Approach Vol, veh/h 2178 1705 690 1239 Approach Delay, s/veh 57.8 42.5 61.0 75.2 Approach LOS E D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 25.2 26.6 13.0 55.0 29.0 22.8 17.0 51.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 9.0 29.0 9.0 48.0 24.0 16.0 10.0 44.0 Max Q Clear Time (g_c+I1), s 11.0 18.2 11.9 49.1 27.0 15.8 11.0 35.2 Green Ext Time (p_c), s 0.0 1.4 0.0 0.0 0.0 0.0 0.0 4.4 Intersection Summary HCM 2010 Ctrl Delay 57.4 HCM 2010 LOS E Timing Report, Sorted By Phase Short Total PM 12: Harmony & Ziegler 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 16 36 13 55 29 23 17 51 Maximum Split (%) 13.3% 30.0% 10.8% 45.8% 24.2% 19.2% 14.2% 42.5% Minimum Split (s) 11 39 11 34 11 39 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 101 65 117 10 65 94 48 117 End Time (s) 117 101 10 65 94 117 65 48 Yield/Force Off (s) 110 94 6 58 89 110 58 41 Yield/Force Off 170(s) 110 94 6 39 89 110 58 25 Local Start Time (s) 60 24 76 89 24 53 7 76 Local Yield (s) 69 53 85 17 48 69 17 0 Local Yield 170(s) 69 53 85 118 48 69 17 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & Ziegler HCM 2010 Signalized Intersection Summary Short Total AM 12: Harmony & Ziegler EB & NB RT Lanes 8/27/2015 Synchro 9 Light Report Delich Associates st am nb rt & eb rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 164 1198 170 120 1478 531 254 392 83 617 242 74 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 182 1331 73 133 1642 0 282 436 0 686 269 0 Adj No. of Lanes 131131221221 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 215 1949 594 163 1695 549 804 522 220 717 374 167 Arrive On Green 0.12 0.38 0.38 0.09 0.33 0.00 0.23 0.15 0.00 0.21 0.11 0.00 Sat Flow, veh/h 1845 5085 1583 1774 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 182 1331 73 133 1642 0 282 436 0 686 269 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1583 1774 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 11.6 26.2 3.6 8.8 38.1 0.0 8.2 14.4 0.0 23.6 8.8 0.0 Cycle Q Clear(g_c), s 11.6 26.2 3.6 8.8 38.1 0.0 8.2 14.4 0.0 23.6 8.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 215 1949 594 163 1695 549 804 522 220 717 374 167 V/C Ratio(X) 0.85 0.68 0.12 0.82 0.97 0.00 0.35 0.84 0.00 0.96 0.72 0.00 Avail Cap(c_a), veh/h 215 1949 594 163 1695 549 804 560 237 717 885 396 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 0.43 0.43 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.9 30.9 24.6 53.5 39.4 0.0 38.4 49.7 0.0 47.0 51.9 0.0 Incr Delay (d2), s/veh 25.4 2.0 0.4 13.1 8.7 0.0 0.3 10.0 0.0 23.5 2.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 12.6 1.7 4.9 19.2 0.0 3.9 7.8 0.0 13.6 4.5 0.0 LnGrp Delay(d),s/veh 77.3 32.9 25.0 66.6 48.1 0.0 38.7 59.8 0.0 70.4 54.6 0.0 LnGrp LOS E C C E D D E E D Approach Vol, veh/h 1586 1775 718 955 Approach Delay, s/veh 37.6 49.5 51.5 66.0 Approach LOS D D D E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 34.0 18.7 14.0 52.0 29.0 23.7 20.0 46.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 11.0 29.0 10.0 45.0 24.0 18.0 13.0 39.0 Max Q Clear Time (g_c+I1), s 10.2 10.8 10.8 28.2 25.6 16.4 13.6 40.1 Green Ext Time (p_c), s 0.3 0.8 0.0 6.0 0.0 0.3 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 49.1 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total AM 12: Harmony & Ziegler EB & NB RT Lanes 8/27/2015 Synchro 9 Light Report Delich Associates st am nb rt & eb rt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 18 36 14 52 29 25 20 46 Maximum Split (%) 15.0% 30.0% 11.7% 43.3% 24.2% 20.8% 16.7% 38.3% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 12 96 30 44 96 5 76 30 End Time (s) 30 12 44 96 5 30 96 76 Yield/Force Off (s) 23 5 40 89 0 23 89 69 Yield/Force Off 170(s) 23 5 40 70 0 23 89 53 Local Start Time (s) 63 27 81 95 27 56 7 81 Local Yield (s) 74 56 91 20 51 74 20 0 Local Yield 170(s) 74 56 91 1 51 74 20 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 69 (58%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & Ziegler HCM 2010 Signalized Intersection Summary Short Total PM 12: Harmony & Ziegler EB & NB RT Lanes 8/27/2015 Synchro 9 Light Report Delich Associates st pm nb rt & eb rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 133 1677 255 137 1465 853 264 307 105 698 466 165 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 141 1784 154 146 1559 0 281 327 0 743 496 0 Adj No. of Lanes 131131221221 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 200 2034 620 177 1865 604 499 412 171 746 607 271 Arrive On Green 0.11 0.40 0.39 0.10 0.37 0.00 0.15 0.12 0.00 0.22 0.17 0.00 Sat Flow, veh/h 1845 5085 1583 1774 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 141 1784 154 146 1559 0 281 327 0 743 496 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1583 1774 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 8.9 38.9 7.9 9.7 33.6 0.0 9.1 10.8 0.0 25.9 16.2 0.0 Cycle Q Clear(g_c), s 8.9 38.9 7.9 9.7 33.6 0.0 9.1 10.8 0.0 25.9 16.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 200 2034 620 177 1865 604 499 412 171 746 607 271 V/C Ratio(X) 0.71 0.88 0.25 0.82 0.84 0.00 0.56 0.79 0.00 1.00 0.82 0.00 Avail Cap(c_a), veh/h 200 2034 620 177 1865 604 499 442 185 746 855 383 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 0.61 0.61 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.7 33.3 24.6 53.0 34.7 0.0 47.7 51.6 0.0 47.0 47.9 0.0 Incr Delay (d2), s/veh 10.7 5.7 1.0 17.1 2.9 0.0 1.4 9.0 0.0 32.0 4.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 19.2 3.6 5.6 16.2 0.0 4.4 5.8 0.0 15.6 8.3 0.0 LnGrp Delay(d),s/veh 62.4 39.0 25.6 70.0 37.6 0.0 49.2 60.6 0.0 79.0 52.2 0.0 LnGrp LOS E D C E D D E E D Approach Vol, veh/h 2079 1705 608 1239 Approach Delay, s/veh 39.6 40.4 55.3 68.3 Approach LOS D D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 23.4 26.6 15.0 54.0 30.0 20.0 19.0 50.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 9.0 28.0 11.0 47.0 25.0 14.0 12.0 43.0 Max Q Clear Time (g_c+I1), s 11.1 18.2 11.7 40.9 27.9 12.8 10.9 35.6 Green Ext Time (p_c), s 0.0 1.4 0.0 4.2 0.0 0.2 0.9 3.9 Intersection Summary HCM 2010 Ctrl Delay 47.8 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total PM 12: Harmony & Ziegler EB & NB RT Lanes 8/27/2015 Synchro 9 Light Report Delich Associates st pm nb rt & eb rt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 16 35 15 54 30 21 19 50 Maximum Split (%) 13.3% 29.2% 12.5% 45.0% 25.0% 17.5% 15.8% 41.7% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 102 67 118 13 67 97 48 118 End Time (s) 118 102 13 67 97 118 67 48 Yield/Force Off (s) 111 95 9 60 92 111 60 41 Yield/Force Off 170(s) 111 95 9 41 92 111 60 25 Local Start Time (s) 61 26 77 92 26 56 7 77 Local Yield (s) 70 54 88 19 51 70 19 0 Local Yield 170(s) 70 54 88 0 51 70 19 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 12: Harmony & Ziegler HCM 2010 Signalized Intersection Summary Short Total AM 8: Technology/HP West & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 173 1593 132 11 2042 52 75 034012 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 192 1770 90 12 2269 56 83 00400 Adj No. of Lanes 131130110110 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 234 3199 996 103 2942 72 307 326 0 307 326 0 Arrive On Green 0.13 0.63 0.63 0.06 0.58 0.57 0.17 0.00 0.00 0.17 0.00 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5105 126 1412 1863 0 1412 1863 0 Grp Volume(v), veh/h 192 1770 90 12 1505 820 83 00400 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1841 1412 1863 0 1412 1863 0 Q Serve(g_s), s 12.6 23.8 2.7 0.8 40.6 40.9 6.2 0.0 0.0 0.3 0.0 0.0 Cycle Q Clear(g_c), s 12.6 23.8 2.7 0.8 40.6 40.9 6.2 0.0 0.0 0.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 234 3199 996 103 1954 1061 307 326 0 307 326 0 V/C Ratio(X) 0.82 0.55 0.09 0.12 0.77 0.77 0.27 0.00 0.00 0.01 0.00 0.00 Avail Cap(c_a), veh/h 310 3199 996 103 1954 1061 307 326 0 307 326 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.40 0.40 0.40 0.75 0.75 0.75 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 50.7 12.7 8.7 53.6 19.4 19.5 43.4 0.0 0.0 41.0 0.0 0.0 Incr Delay (d2), s/veh 5.3 0.3 0.1 0.4 1.5 2.7 2.2 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.5 11.1 1.2 0.4 19.2 21.5 2.6 0.0 0.0 0.1 0.0 0.0 LnGrp Delay(d),s/veh 56.0 12.9 8.8 53.9 20.8 22.2 45.5 0.0 0.0 41.0 0.0 0.0 LnGrp LOS E B A DCCD D Approach Vol, veh/h 2052 2337 83 4 Approach Delay, s/veh 16.8 21.5 45.5 41.0 Approach LOS B C D D Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 26.0 13.0 81.0 26.0 18.8 75.2 Change Period (Y+Rc), s 6.0 7.0 6.5 6.0 4.0 7.0 Max Green Setting (Gmax), s 20.0 6.0 74.5 20.0 20.0 63.0 Max Q Clear Time (g_c+I1), s 2.3 2.8 25.8 8.2 14.6 42.9 Green Ext Time (p_c), s 0.2 1.7 10.4 0.1 0.2 10.4 Intersection Summary HCM 2010 Ctrl Delay 19.8 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total AM 8: Technology/HP West & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Phase Number 234678 Movement SBTL WBL EBT NBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead-Lag Optimize Recall Mode Max None C-Max Max None None Maximum Split (s) 26 13 81 26 24 70 Maximum Split (%) 21.7% 10.8% 67.5% 21.7% 20.0% 58.3% Minimum Split (s) 15 11 25.5 15 8 26 Yellow Time (s) 3 5.5 5.5 3 3 5.5 All-Red Time (s) 3 1.5 1 3 1 1.5 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 29 12 29 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 61 48 87 61 87 111 End Time (s) 87 61 48 87 111 61 Yield/Force Off (s) 81 54 41.5 81 107 54 Yield/Force Off 170(s) 52 54 29.5 52 107 42 Local Start Time (s) 19.5 6.5 45.5 19.5 45.5 69.5 Local Yield (s) 39.5 12.5 0 39.5 65.5 12.5 Local Yield 170(s) 10.5 12.5 108 10.5 65.5 0.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 41.5 (35%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 8: Technology/HP West & Harmony HCM 2010 Signalized Intersection Summary Short Total PM 8: Technology/HP West & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 21 2364 95 4 2197 7 124 0 11 58 0 134 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 21 2412 58 4 2242 7 127 0 0 59 0 34 Adj No. of Lanes 131130110110 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 45 3030 943 103 3401 11 321 388 0 354 0 330 Arrive On Green 0.03 0.60 0.60 0.06 0.65 0.64 0.21 0.00 0.00 0.21 0.00 0.20 Sat Flow, veh/h 1774 5085 1583 1774 5234 16 1369 1863 0 1412 0 1583 Grp Volume(v), veh/h 21 2412 58 4 1452 797 127 0 0 59 0 34 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1860 1369 1863 0 1412 0 1583 Q Serve(g_s), s 1.4 43.8 1.8 0.3 31.5 31.5 9.9 0.0 0.0 4.1 0.0 2.1 Cycle Q Clear(g_c), s 1.4 43.8 1.8 0.3 31.5 31.5 12.0 0.0 0.0 4.1 0.0 2.1 Prop In Lane 1.00 1.00 1.00 0.01 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 45 3030 943 103 2203 1209 321 388 0 354 0 330 V/C Ratio(X) 0.47 0.80 0.06 0.04 0.66 0.66 0.40 0.00 0.00 0.17 0.00 0.10 Avail Cap(c_a), veh/h 148 3030 943 103 2203 1209 321 388 0 354 0 330 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 0.79 0.79 0.79 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 57.7 18.6 10.2 53.3 12.9 12.9 43.3 0.0 0.0 39.2 0.0 38.8 Incr Delay (d2), s/veh 0.7 0.2 0.0 0.1 0.6 1.1 3.6 0.0 0.0 1.0 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 20.4 0.8 0.1 14.7 16.3 4.1 0.0 0.0 1.7 0.0 1.0 LnGrp Delay(d),s/veh 58.4 18.9 10.2 53.4 13.4 13.9 46.9 0.0 0.0 40.3 0.0 39.5 LnGrp LOS E B B D B B D D D Approach Vol, veh/h 2491 2253 127 93 Approach Delay, s/veh 19.0 13.7 46.9 40.0 Approach LOS B B D D Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 30.0 13.0 77.0 30.0 6.0 84.0 Change Period (Y+Rc), s 6.0 7.0 6.5 6.0 4.0 7.0 Max Green Setting (Gmax), s 24.0 6.0 70.5 24.0 9.0 70.0 Max Q Clear Time (g_c+I1), s 6.1 2.3 45.8 14.0 3.4 33.5 Green Ext Time (p_c), s 0.6 1.3 13.8 0.5 0.0 12.5 Intersection Summary HCM 2010 Ctrl Delay 17.7 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total PM 8: Technology/HP West & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 234678 Movement SBTL WBL EBT NBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead-Lag Optimize Recall Mode Max None C-Max Max None None Maximum Split (s) 30 13 77 30 13 77 Maximum Split (%) 25.0% 10.8% 64.2% 25.0% 10.8% 64.2% Minimum Split (s) 15 11 25.5 15 8 26 Yellow Time (s) 3 5.5 5.5 3 3 5.5 All-Red Time (s) 3 1.5 1 3 1 1.5 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 29 12 29 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 14.5 1.5 44.5 14.5 44.5 57.5 End Time (s) 44.5 14.5 1.5 44.5 57.5 14.5 Yield/Force Off (s) 38.5 7.5 115 38.5 53.5 7.5 Yield/Force Off 170(s) 9.5 7.5 103 9.5 53.5 115.5 Local Start Time (s) 19.5 6.5 49.5 19.5 49.5 62.5 Local Yield (s) 43.5 12.5 0 43.5 58.5 12.5 Local Yield 170(s) 14.5 12.5 108 14.5 58.5 0.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 8: Technology/HP West & Harmony HCM 2010 Signalized Intersection Summary Short Total AM 1: Lady Moon & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 1469 101 120 1989 150 111 46 113 5 3 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 34 1669 65 136 2260 118 126 52 0630 Adj No. of Lanes 131131111110 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222 Cap, veh/h 59 2733 851 348 3674 1144 229 167 142 136 69 0 Arrive On Green 0.06 1.00 1.00 0.20 0.72 0.72 0.07 0.09 0.00 0.01 0.04 0.00 Sat Flow, veh/h 1845 5085 1583 1774 5085 1583 1774 1863 1583 1774 1863 0 Grp Volume(v), veh/h 34 1669 65 136 2260 118 126 52 0630 Grp Sat Flow(s),veh/h/ln 1845 1695 1583 1774 1695 1583 1774 1863 1583 1774 1863 0 Q Serve(g_s), s 2.1 0.0 0.0 8.0 26.6 2.7 8.0 3.1 0.0 0.4 0.2 0.0 Cycle Q Clear(g_c), s 2.1 0.0 0.0 8.0 26.6 2.7 8.0 3.1 0.0 0.4 0.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 59 2733 851 348 3674 1144 229 167 142 136 69 0 V/C Ratio(X) 0.58 0.61 0.08 0.39 0.62 0.10 0.55 0.31 0.00 0.04 0.04 0.00 Avail Cap(c_a), veh/h 231 2733 851 348 3674 1144 229 248 211 229 248 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.84 0.84 0.84 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 55.4 0.0 0.0 42.0 8.3 5.0 50.0 51.2 0.0 54.1 55.7 0.0 Incr Delay (d2), s/veh 7.3 0.9 0.1 0.7 0.3 0.0 2.8 1.1 0.0 0.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.2 0.0 4.0 12.5 1.2 4.1 1.7 0.0 0.2 0.1 0.0 LnGrp Delay(d),s/veh 62.7 0.9 0.1 42.7 8.6 5.0 52.8 52.2 0.0 54.3 55.9 0.0 LnGrp LOS E A A D A A D D D E Approach Vol, veh/h 1768 2514 178 9 Approach Delay, s/veh 2.0 10.3 52.6 54.8 Approach LOS A B D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 9.5 29.5 70.0 4.7 15.8 6.8 92.7 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 7.0 15.0 14.0 63.0 Max Q Clear Time (g_c+I1), s 10.0 2.2 10.0 2.0 2.4 5.1 4.1 28.6 Green Ext Time (p_c), s 0.0 0.1 0.0 9.3 0.0 0.1 0.0 15.8 Intersection Summary HCM 2010 Ctrl Delay 8.8 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total AM 1: Lady Moon & Harmony 8/20/2015 Synchro 9 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 21 18 70 11 21 18 70 Maximum Split (%) 9.2% 17.5% 15.0% 58.3% 9.2% 17.5% 15.0% 58.3% Minimum Split (s) 11 42 11 25.5 11 42.5 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 29 12 29 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 98.5 66.5 77.5 98.5 116.5 End Time (s) 77.5 98.5 66.5 48.5 77.5 98.5 116.5 66.5 Yield/Force Off (s) 73.5 92.5 59.5 42 73.5 92.5 112.5 59.5 Yield/Force Off 170(s) 73.5 63.5 59.5 30 73.5 63.5 112.5 47.5 Local Start Time (s) 24.5 35.5 6.5 56.5 24.5 35.5 56.5 74.5 Local Yield (s) 31.5 50.5 17.5 0 31.5 50.5 70.5 17.5 Local Yield 170(s) 31.5 21.5 17.5 108 31.5 21.5 70.5 5.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 125 Offset: 42 (35%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 Signalized Intersection Summary Short Total PM 1: Lady Moon & Harmony 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 7 2293 133 128 2003 12 109 5 120 106 40 96 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 7 2389 69 133 2086 0 114 5 0 110 42 22 Adj No. of Lanes 131131111110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 28 2860 891 261 3638 1133 212 87 74 266 70 37 Arrive On Green 0.03 1.00 1.00 0.15 0.72 0.00 0.07 0.05 0.00 0.08 0.06 0.05 Sat Flow, veh/h 1845 5085 1583 1774 5085 1583 1774 1863 1583 1774 1153 604 Grp Volume(v), veh/h 7 2389 69 133 2086 0 114 5 0 110 0 64 Grp Sat Flow(s),veh/h/ln 1845 1695 1583 1774 1695 1583 1774 1863 1583 1774 0 1756 Q Serve(g_s), s 0.4 0.0 0.0 8.3 23.8 0.0 7.3 0.3 0.0 6.9 0.0 4.3 Cycle Q Clear(g_c), s 0.4 0.0 0.0 8.3 23.8 0.0 7.3 0.3 0.0 6.9 0.0 4.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.34 Lane Grp Cap(c), veh/h 28 2860 891 261 3638 1133 212 87 74 266 0 107 V/C Ratio(X) 0.25 0.84 0.08 0.51 0.57 0.00 0.54 0.06 0.00 0.41 0.00 0.60 Avail Cap(c_a), veh/h 200 2860 891 261 3638 1133 212 155 132 314 0 220 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.57 0.57 0.57 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 57.5 0.0 0.0 47.2 8.2 0.0 50.4 54.7 0.0 48.0 0.0 55.1 Incr Delay (d2), s/veh 2.6 1.8 0.1 1.6 0.2 0.0 2.7 0.3 0.0 1.0 0.0 5.2 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 0.2 0.5 0.0 4.2 11.1 0.0 3.7 0.2 0.0 3.4 0.0 2.2 LnGrp Delay(d),s/veh 60.1 1.8 0.1 48.8 8.5 0.0 53.1 54.9 0.0 49.0 0.0 60.3 LnGrp LOS E A A D A D D D E Approach Vol, veh/h 2465 2219 119 174 Approach Delay, s/veh 1.9 10.9 53.2 53.2 Approach LOS A B D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 12.3 23.7 73.0 12.7 10.6 4.8 91.8 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 7.0 14.0 9.0 66.5 12.0 9.0 12.0 66.0 Max Q Clear Time (g_c+I1), s 9.3 6.3 10.3 2.0 8.9 2.3 2.4 25.8 Green Ext Time (p_c), s 0.0 0.1 0.0 19.3 0.1 0.1 0.0 13.7 Intersection Summary HCM 2010 Ctrl Delay 8.9 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total PM 1: Lady Moon & Harmony 8/20/2015 Synchro 9 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) 11 20 16 73 16 15 16 73 Maximum Split (%) 9.2% 16.7% 13.3% 60.8% 13.3% 12.5% 13.3% 60.8% Minimum Split (s) 11 42 11 25.5 11 42.5 11 28 Yellow Time (s) 3 3 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 29 12 29 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 13.5 10.5 103 29.5 13.5 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 18.5 15.5 108 34.5 18.5 65.5 3.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 145 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 TWSC Short Total AM 2: Lady Moon & RT Access 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 11 0 0 24 0 246 10 0 186 38 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 13 0 0 28 0 289 12 0 219 45 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 536 542 241 536 559 295 264 0 0 301 0 0 Stage 1 241 241 - 295 295 - - - - - - - Stage 2 295 301 - 241 264 - - - - - - - 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 455 447 798 455 438 744 1300 - - 1260 - - Stage 1 762 706 - 713 669 - - - - - - - Stage 2 713 665 - 762 690 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 438 447 798 448 438 744 1300 - - 1260 - - Mov Cap-2 Maneuver 438 447 - 448 438 - - - - - - - Stage 1 762 706 - 713 669 - - - - - - - Stage 2 686 665 - 750 690 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.6 10 0 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1300 - - 798 744 1260 - - HCM Lane V/C Ratio - - - 0.016 0.038 - - - HCM Control Delay (s) 0 - - 9.6 10 0 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - - Lanes and Geometrics Short Total AM 2: Lady Moon & RT Access 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 1 0 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.865 0.995 0.977 Flt Protected Satd. Flow (prot) 0 0 1611 0 0 1611 0 1853 0 0 1820 0 Flt Permitted Satd. Flow (perm) 0 0 1611 0 0 1611 0 1853 0 0 1820 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 248 297 270 461 Travel Time (s) 5.6 6.8 6.1 10.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 2: Lady Moon & RT Access 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 10 0 0 46 0 188 6 0 268 33 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 12 0 0 54 0 221 7 0 315 39 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 560 563 335 560 579 225 354 0 0 228 0 0 Stage 1 335 335 - 225 225 - - - - - - - Stage 2 225 228 - 335 354 - - - - - - - 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 439 435 707 439 426 814 1205 - - 1340 - - Stage 1 679 643 - 778 718 - - - - - - - Stage 2 778 715 - 679 630 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 410 435 707 432 426 814 1205 - - 1340 - - Mov Cap-2 Maneuver 410 435 - 432 426 - - - - - - - Stage 1 679 643 - 778 718 - - - - - - - Stage 2 726 715 - 668 630 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.2 9.7 0 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1205 - - 707 814 1340 - - HCM Lane V/C Ratio - - - 0.017 0.066 - - - HCM Control Delay (s) 0 - - 10.2 9.7 0 - - HCM Lane LOS A - - B A A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - Lanes and Geometrics Short Total PM 2: Lady Moon & RT Access 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 1 0 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.865 0.996 0.985 Flt Protected Satd. Flow (prot) 0 0 1611 0 0 1611 0 1855 0 0 1835 0 Flt Permitted Satd. Flow (perm) 0 0 1611 0 0 1611 0 1855 0 0 1835 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 248 297 270 461 Travel Time (s) 5.6 6.8 6.1 10.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 3: Lady Moon & Timberwood/Banner Access 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 42 0 17 28 0 6 44 208 42 71 97 29 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 160 - - - 200 - - 200 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 49 0 20 33 0 7 52 245 49 84 114 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 674 696 131 671 688 269 148 0 0 294 0 0 Stage 1 298 298 - 373 373 - - - - - - - Stage 2 376 398 - 298 315 - - - - - - - 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 368 365 919 370 369 770 1434 - - 1268 - - Stage 1 711 667 - 648 618 - - - - - - - Stage 2 645 603 - 711 656 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 337 328 919 334 332 770 1434 - - 1268 - - Mov Cap-2 Maneuver 337 328 - 334 332 - - - - - - - Stage 1 685 623 - 625 596 - - - - - - - Stage 2 616 581 - 649 613 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.1 15.9 1.1 2.9 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1434 - - 337 919 371 1268 - - HCM Lane V/C Ratio 0.036 - - 0.147 0.022 0.108 0.066 - - HCM Control Delay (s) 7.6 - - 17.5 9 15.9 8 - - HCM Lane LOS A - - C A C A - - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.1 0.4 0.2 - - Lanes and Geometrics Short Total AM 3: Lady Moon & Timberwood/Banner Access 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 160 0 0 200 0 200 0 Storage Lanes 0 1 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.976 0.975 0.966 Flt Protected 0.950 0.960 0.950 0.950 Satd. Flow (prot) 0 1770 1583 0 1745 0 1770 1816 0 1770 1799 0 Flt Permitted 0.950 0.960 0.950 0.950 Satd. Flow (perm) 0 1770 1583 0 1745 0 1770 1816 0 1770 1799 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 343 322 1304 270 Travel Time (s) 7.8 7.3 29.6 6.1 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 3: Lady Moon & Timberwood/Banner Access 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 58 0 20 52 0 12 35 124 24 40 212 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 160 - - - 200 - - 200 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 68 0 24 61 0 14 41 146 28 47 249 31 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 608 615 265 601 616 160 280 0 0 174 0 0 Stage 1 359 359 - 242 242 - - - - - - - Stage 2 249 256 - 359 374 - - - - - - - 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 408 407 774 412 406 885 1283 - - 1403 - - Stage 1 659 627 - 762 705 - - - - - - - Stage 2 755 696 - 659 618 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 382 381 774 380 380 885 1283 - - 1403 - - Mov Cap-2 Maneuver 382 381 - 380 380 - - - - - - - Stage 1 638 606 - 738 682 - - - - - - - Stage 2 719 674 - 618 597 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.8 15.3 1.5 1.1 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1283 - - 382 774 426 1403 - - HCM Lane V/C Ratio 0.032 - - 0.179 0.03 0.177 0.034 - - HCM Control Delay (s) 7.9 - - 16.5 9.8 15.3 7.7 - - HCM Lane LOS A - - C A C A - - HCM 95th %tile Q(veh) 0.1 - - 0.6 0.1 0.6 0.1 - - Lanes and Geometrics Short Total PM 3: Lady Moon & Timberwood/Banner Access 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 160 0 0 200 0 200 0 Storage Lanes 0 1 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.975 0.976 0.983 Flt Protected 0.950 0.961 0.950 0.950 Satd. Flow (prot) 0 1770 1583 0 1745 0 1770 1818 0 1770 1831 0 Flt Permitted 0.950 0.961 0.950 0.950 Satd. Flow (perm) 0 1770 1583 0 1745 0 1770 1818 0 1770 1831 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 343 322 394 270 Travel Time (s) 7.8 7.3 9.0 6.1 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 22: Timberwood & Access A 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 4.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 44 28 39 34 31 28 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 52 33 46 40 36 33 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 86 0 - 0 202 66 Stage 1 - - - - 66 - Stage 2 - - - - 136 - 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 - - - 787 998 Stage 1 - - - - 957 - Stage 2 - - - - 890 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1510 - - - 759 998 Mov Cap-2 Maneuver - - - - 759 - Stage 1 - - - - 957 - Stage 2 - - - - 859 - Approach EB WB SB HCM Control Delay, s 4.6 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1510 - - - 856 HCM Lane V/C Ratio 0.034 - - - 0.081 HCM Control Delay (s) 7.5 0 - - 9.6 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.3 Lanes and Geometrics Short Total AM 22: Timberwood & Access A 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.937 0.935 Flt Protected 0.970 0.975 Satd. Flow (prot) 0 1807 1745 0 1698 0 Flt Permitted 0.970 0.975 Satd. Flow (perm) 0 1807 1745 0 1698 0 Link Speed (mph) 30 30 30 Link Distance (ft) 454 343 187 Travel Time (s) 10.3 7.8 4.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 22: Timberwood & Access A 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 5.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 33 32 38 23 46 40 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 39 38 45 27 54 47 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 72 0 - 0 173 58 Stage 1 - - - - 58 - Stage 2 - - - - 115 - 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 - - - 817 1008 Stage 1 - - - - 965 - Stage 2 - - - - 910 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1528 - - - 796 1008 Mov Cap-2 Maneuver - - - - 796 - Stage 1 - - - - 965 - Stage 2 - - - - 886 - Approach EB WB SB HCM Control Delay, s 3.8 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1528 - - - 882 HCM Lane V/C Ratio 0.025 - - - 0.115 HCM Control Delay (s) 7.4 0 - - 9.6 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.4 Lanes and Geometrics Short Total PM 22: Timberwood & Access A 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.949 0.937 Flt Protected 0.975 0.974 Satd. Flow (prot) 0 1816 1768 0 1700 0 Flt Permitted 0.975 0.974 Satd. Flow (perm) 0 1816 1768 0 1700 0 Link Speed (mph) 30 30 30 Link Distance (ft) 454 343 187 Travel Time (s) 10.3 7.8 4.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 27: Timberwood & Access B 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 4.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 60 44 28 39 28 47 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 71 52 33 46 33 55 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 79 0 - 0 249 56 Stage 1 - - - - 56 - Stage 2 - - - - 193 - 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 1519 - - - 739 1011 Stage 1 - - - - 967 - Stage 2 - - - - 840 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1519 - - - 704 1011 Mov Cap-2 Maneuver - - - - 704 - Stage 1 - - - - 967 - Stage 2 - - - - 800 - Approach EB WB SB HCM Control Delay, s 4.3 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1519 - - - 869 HCM Lane V/C Ratio 0.046 - - - 0.102 HCM Control Delay (s) 7.5 0 - - 9.6 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.3 Lanes and Geometrics Short Total AM 27: Timberwood & Access B 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.921 0.916 Flt Protected 0.972 0.982 Satd. Flow (prot) 0 1811 1716 0 1676 0 Flt Permitted 0.972 0.982 Satd. Flow (perm) 0 1811 1716 0 1676 0 Link Speed (mph) 30 30 30 Link Distance (ft) 494 454 177 Travel Time (s) 11.2 10.3 4.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 27: Timberwood & Access B 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 4.9 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 57 33 40 38 32 49 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 67 39 47 45 38 58 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 92 0 - 0 242 69 Stage 1 - - - - 69 - Stage 2 - - - - 173 - 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 1503 - - - 746 994 Stage 1 - - - - 954 - Stage 2 - - - - 857 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1503 - - - 712 994 Mov Cap-2 Maneuver - - - - 712 - Stage 1 - - - - 954 - Stage 2 - - - - 818 - Approach EB WB SB HCM Control Delay, s 4.8 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1503 - - - 860 HCM Lane V/C Ratio 0.045 - - - 0.111 HCM Control Delay (s) 7.5 0 - - 9.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.4 Lanes and Geometrics Short Total PM 27: Timberwood & Access B 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.934 0.918 Flt Protected 0.969 0.981 Satd. Flow (prot) 0 1805 1740 0 1678 0 Flt Permitted 0.969 0.981 Satd. Flow (perm) 0 1805 1740 0 1678 0 Link Speed (mph) 30 30 30 Link Distance (ft) 494 454 177 Travel Time (s) 11.2 10.3 4.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 24: Intel Access/Timberwood & Technology 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 3 0 0 75 104 39 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Free Free RT Channelized - None - None - None Storage Length - - - 0 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 0 0 88 122 46 Major/Minor Minor2 Minor1 Major2 Conflicting Flow All 0 245 245 0 0 - Stage 1 0 245 0 - - - Stage 2 0 0 245 - - - Critical Hdwy - - - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - - Pot Cap-1 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Platoon blocked, % - Mov Cap-1 Maneuver - 0 0 - - - Mov Cap-2 Maneuver - 0 0 - - - Stage 1 - 0 0 - - - Stage 2 - 0 0 - - - Approach EB WB SB HCM Control Delay, s HCM LOS - - Minor Lane/Major Mvmt EBLn1WBLn1WBLn2 SBL SBR Capacity (veh/h) ----- HCM Lane V/C Ratio ----- HCM Control Delay (s) - 0 - - - HCM Lane LOS - A - - - HCM 95th %tile Q(veh) ----- Lanes and Geometrics Short Total AM 24: Intel Access/Timberwood & Technology 8/20/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 1770 1863 1583 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 1770 1863 1583 1770 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 266 494 659 Travel Time (s) 6.0 11.2 15.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 24: Intel Access/Timberwood & Technology 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 46 0 0 89 90 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Free Free RT Channelized - None - None - None Storage Length - - - 0 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 54 0 0 105 106 11 Major/Minor Minor2 Minor1 Major2 Conflicting Flow All 0 212 212 0 0 - Stage 1 0 212 0 - - - Stage 2 0 0 212 - - - Critical Hdwy - - - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - - Pot Cap-1 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Platoon blocked, % - Mov Cap-1 Maneuver - 0 0 - - - Mov Cap-2 Maneuver - 0 0 - - - Stage 1 - 0 0 - - - Stage 2 - 0 0 - - - Approach EB WB SB HCM Control Delay, s HCM LOS - - Minor Lane/Major Mvmt EBLn1WBLn1WBLn2 SBL SBR Capacity (veh/h) ----- HCM Lane V/C Ratio ----- HCM Control Delay (s) - 0 - - - HCM Lane LOS - A - - - HCM 95th %tile Q(veh) ----- Lanes and Geometrics Short Total PM 24: Intel Access/Timberwood & Technology 8/20/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 1770 1863 1583 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 1770 1863 1583 1770 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 266 494 659 Travel Time (s) 6.0 11.2 15.0 Intersection Summary Area Type: Other APPENDIX H HCM 2010 Signalized Intersection Summary Long Total AM 120: Ziegler Rd & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 175 1980 245 135 1400 460 255 485 95 650 370 85 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 184 2084 141 142 1474 0 268 511 0 684 389 0 Adj No. of Lanes 131131221221 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 231 2119 648 163 1822 590 538 604 270 488 494 221 Arrive On Green 0.13 0.42 0.42 0.09 0.36 0.00 0.16 0.17 0.00 0.14 0.14 0.00 Sat Flow, veh/h 1845 5085 1555 1774 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 184 2084 141 142 1474 0 268 511 0 684 389 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1555 1774 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 11.6 48.6 7.0 9.5 31.4 0.0 8.5 16.8 0.0 17.0 12.8 0.0 Cycle Q Clear(g_c), s 11.6 48.6 7.0 9.5 31.4 0.0 8.5 16.8 0.0 17.0 12.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 231 2119 648 163 1822 590 538 604 270 488 494 221 V/C Ratio(X) 0.80 0.98 0.22 0.87 0.81 0.00 0.50 0.85 0.00 1.40 0.79 0.00 Avail Cap(c_a), veh/h 231 2119 648 163 1822 590 538 678 303 488 737 330 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 0.68 0.68 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.0 34.6 22.5 53.8 34.8 0.0 46.3 48.2 0.0 51.5 49.9 0.0 Incr Delay (d2), s/veh 17.6 16.0 0.8 27.8 2.7 0.0 0.7 8.9 0.0 193.4 3.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.1 25.7 3.1 5.9 15.2 0.0 4.1 9.0 0.0 21.2 6.4 0.0 LnGrp Delay(d),s/veh 68.6 50.6 23.2 81.6 37.5 0.0 47.0 57.1 0.0 244.9 53.3 0.0 LnGrp LOS E D C F D D E F D Approach Vol, veh/h 2409 1616 779 1073 Approach Delay, s/veh 50.4 41.4 53.6 175.4 Approach LOS D D D F Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 24.8 22.7 14.0 56.0 21.0 26.5 21.0 49.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 12.0 24.0 10.0 49.0 16.0 22.0 14.0 42.0 Max Q Clear Time (g_c+I1), s 10.5 14.8 11.5 50.6 19.0 18.8 13.6 33.4 Green Ext Time (p_c), s 0.5 1.0 0.0 0.0 0.0 0.7 0.3 4.1 Intersection Summary HCM 2010 Ctrl Delay 71.2 HCM 2010 LOS E Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Total AM 120: Ziegler Rd & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 19 31 14 56 21 29 21 49 Maximum Split (%) 15.8% 25.8% 11.7% 46.7% 17.5% 24.2% 17.5% 40.8% Minimum Split (s) 11 24 11 34 11 24 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 100 69 119 13 69 90 48 119 End Time (s) 119 100 13 69 90 119 69 48 Yield/Force Off (s) 112 93 9 62 85 112 62 41 Yield/Force Off 170(s) 112 93 9 43 85 112 62 25 Local Start Time (s) 59 28 78 92 28 49 7 78 Local Yield (s) 71 52 88 21 44 71 21 0 Local Yield 170(s) 71 52 88 2 44 71 21 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 120: Ziegler Rd & Harmony HCM 2010 Signalized Intersection Summary Long Total PM 120: Ziegler Rd & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 145 1770 285 165 2195 880 335 455 120 590 575 180 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 148 1806 145 168 2240 0 342 464 0 602 587 0 Adj No. of Lanes 131131221221 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 169 2243 686 208 2246 727 344 413 185 574 590 264 Arrive On Green 0.09 0.44 0.44 0.12 0.44 0.00 0.10 0.12 0.00 0.17 0.17 0.00 Sat Flow, veh/h 1845 5085 1556 1774 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 148 1806 145 168 2240 0 342 464 0 602 587 0 Grp Sat Flow(s),veh/h/ln 1845 1695 1556 1774 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 9.5 36.9 6.9 11.1 52.7 0.0 11.9 14.0 0.0 20.0 19.9 0.0 Cycle Q Clear(g_c), s 9.5 36.9 6.9 11.1 52.7 0.0 11.9 14.0 0.0 20.0 19.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 169 2243 686 208 2246 727 344 413 185 574 590 264 V/C Ratio(X) 0.88 0.81 0.21 0.81 1.00 0.00 0.99 1.12 0.00 1.05 1.00 0.00 Avail Cap(c_a), veh/h 169 2243 686 222 2246 727 344 413 185 574 590 264 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 0.30 0.30 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.8 29.1 20.7 51.6 33.4 0.0 54.0 53.0 0.0 50.0 50.0 0.0 Incr Delay (d2), s/veh 36.4 3.2 0.7 6.4 9.9 0.0 46.7 82.4 0.0 51.2 35.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.6 17.9 3.1 5.8 26.5 0.0 7.9 11.6 0.0 13.6 12.6 0.0 LnGrp Delay(d),s/veh 90.2 32.3 21.4 58.0 43.3 0.0 100.7 135.4 0.0 101.2 85.7 0.0 LnGrp LOS F C C E D F F F F Approach Vol, veh/h 2099 2408 806 1189 Approach Delay, s/veh 35.6 44.3 120.7 93.6 Approach LOS D D F F Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.0 26.0 17.1 58.9 24.0 20.0 17.0 59.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 11.0 19.0 14.0 51.0 19.0 13.0 10.0 52.0 Max Q Clear Time (g_c+I1), s 13.9 21.9 13.1 38.9 22.0 16.0 11.5 54.7 Green Ext Time (p_c), s 0.0 0.0 0.0 7.1 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 60.0 HCM 2010 LOS E Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Total PM 120: Ziegler Rd & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 18 26 18 58 24 20 17 59 Maximum Split (%) 15.0% 21.7% 15.0% 48.3% 20.0% 16.7% 14.2% 49.2% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 91 65 109 7 65 89 48 109 End Time (s) 109 91 7 65 89 109 65 48 Yield/Force Off (s) 102 84 3 58 84 102 58 41 Yield/Force Off 170(s) 102 84 3 39 84 102 58 25 Local Start Time (s) 50 24 68 86 24 48 7 68 Local Yield (s) 61 43 82 17 43 61 17 0 Local Yield 170(s) 61 43 82 118 43 61 17 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 120: Ziegler Rd & Harmony HCM 2010 Signalized Intersection Summary Long Total AM 120: Ziegler Rd & Harmony Dual EB-WB LT Lanes Harmony Tech Park Filing 5 8/26/2015 Synchro 9 Light Report Delich Associates lt north am eb-wb dual lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 175 1980 245 135 1400 460 255 485 95 650 370 85 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 184 2084 140 142 1474 0 268 511 0 684 389 0 Adj No. of Lanes 231231221221 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 268 2086 638 223 1907 618 722 560 251 717 496 222 Arrive On Green 0.07 0.41 0.41 0.06 0.38 0.00 0.21 0.16 0.00 0.21 0.14 0.00 Sat Flow, veh/h 3579 5085 1555 3442 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 184 2084 140 142 1474 0 268 511 0 684 389 0 Grp Sat Flow(s),veh/h/ln 1790 1695 1555 1721 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 6.0 49.1 7.0 4.8 30.6 0.0 8.0 17.0 0.0 23.6 12.7 0.0 Cycle Q Clear(g_c), s 6.0 49.1 7.0 4.8 30.6 0.0 8.0 17.0 0.0 23.6 12.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 268 2086 638 223 1907 618 722 560 251 717 496 222 V/C Ratio(X) 0.69 1.00 0.22 0.64 0.77 0.00 0.37 0.91 0.00 0.95 0.78 0.00 Avail Cap(c_a), veh/h 268 2086 638 229 1907 618 722 560 251 717 796 356 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 0.61 0.61 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 54.1 35.4 22.9 54.7 33.0 0.0 40.6 49.7 0.0 46.9 49.8 0.0 Incr Delay (d2), s/veh 7.1 19.5 0.8 3.4 1.9 0.0 0.3 19.3 0.0 22.9 2.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 26.7 3.1 2.4 14.7 0.0 3.8 9.8 0.0 13.5 6.4 0.0 LnGrp Delay(d),s/veh 61.2 54.9 23.7 58.1 34.9 0.0 40.9 69.0 0.0 69.8 52.6 0.0 LnGrp LOS E D C E C D E E D Approach Vol, veh/h 2408 1616 779 1073 Approach Delay, s/veh 53.5 37.0 59.3 63.6 Approach LOS D D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 31.2 22.8 10.8 55.2 29.0 25.0 15.0 51.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 14.0 26.0 7.0 48.0 24.0 18.0 8.0 44.0 Max Q Clear Time (g_c+I1), s 10.0 14.7 6.8 51.1 25.6 19.0 8.0 32.6 Green Ext Time (p_c), s 1.3 1.1 0.0 0.0 0.0 0.0 0.0 4.9 Intersection Summary HCM 2010 Ctrl Delay 51.6 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Total AM 120: Ziegler Rd & Harmony Dual EB-WB LT Lanes Harmony Tech Park Filing 5 8/26/2015 Synchro 9 Light Report Delich Associates lt north am eb-wb dual lt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 21 33 11 55 29 25 15 51 Maximum Split (%) 17.5% 27.5% 9.2% 45.8% 24.2% 20.8% 12.5% 42.5% Minimum Split (s) 11 24 11 34 11 24 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 96 63 117 8 63 92 48 117 End Time (s) 117 96 8 63 92 117 63 48 Yield/Force Off (s) 110 89 4 56 87 110 56 41 Yield/Force Off 170(s) 110 89 4 37 87 110 56 25 Local Start Time (s) 55 22 76 87 22 51 7 76 Local Yield (s) 69 48 83 15 46 69 15 0 Local Yield 170(s) 69 48 83 116 46 69 15 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 120: Ziegler Rd & Harmony HCM 2010 Signalized Intersection Summary Long Total PM 120: Ziegler Rd & Harmony Dual EB-WB LT Lanes Harmony Tech Park Filing 5 8/26/2015 Synchro 9 Light Report Delich Associates lt north pm eb-wb dual lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 145 1770 285 165 2195 880 335 455 120 590 575 180 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1937 1863 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 148 1806 142 168 2240 0 342 464 0 602 587 0 Adj No. of Lanes 231231221221 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 179 2259 691 249 2246 727 414 501 224 631 665 298 Arrive On Green 0.05 0.44 0.44 0.07 0.44 0.00 0.12 0.14 0.00 0.18 0.19 0.00 Sat Flow, veh/h 3579 5085 1556 3442 5085 1647 3442 3539 1583 3442 3539 1583 Grp Volume(v), veh/h 148 1806 142 168 2240 0 342 464 0 602 587 0 Grp Sat Flow(s),veh/h/ln 1790 1695 1556 1721 1695 1647 1721 1770 1583 1721 1770 1583 Q Serve(g_s), s 4.9 36.7 6.7 5.7 52.7 0.0 11.6 15.5 0.0 20.8 19.4 0.0 Cycle Q Clear(g_c), s 4.9 36.7 6.7 5.7 52.7 0.0 11.6 15.5 0.0 20.8 19.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 179 2259 691 249 2246 727 414 501 224 631 665 298 V/C Ratio(X) 0.83 0.80 0.21 0.67 1.00 0.00 0.83 0.93 0.00 0.95 0.88 0.00 Avail Cap(c_a), veh/h 179 2259 691 258 2246 727 414 501 224 631 678 303 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 0.24 0.24 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 56.5 28.7 20.4 54.3 33.4 0.0 51.5 50.9 0.0 48.5 47.4 0.0 Incr Delay (d2), s/veh 26.2 3.1 0.7 1.6 8.7 0.0 12.8 23.2 0.0 24.9 12.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 17.7 3.0 2.8 26.3 0.0 6.3 9.2 0.0 12.1 10.6 0.0 LnGrp Delay(d),s/veh 82.7 31.8 21.1 55.8 42.1 0.0 64.4 74.1 0.0 73.4 60.3 0.0 LnGrp LOS F C C E D E E E E Approach Vol, veh/h 2096 2408 806 1189 Approach Delay, s/veh 34.7 43.0 70.0 67.0 Approach LOS C D E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.4 28.6 11.7 59.3 26.0 23.0 12.0 59.0 Change Period (Y+Rc), s 7.0 7.0 4.0 7.0 5.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 13.0 22.0 8.0 52.0 21.0 16.0 5.0 52.0 Max Q Clear Time (g_c+I1), s 13.6 21.4 7.7 38.7 22.8 17.5 6.9 54.7 Green Ext Time (p_c), s 0.0 0.2 0.0 7.6 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 48.1 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Total PM 120: Ziegler Rd & Harmony Dual EB-WB LT Lanes Harmony Tech Park Filing 5 8/26/2015 Synchro 9 Light Report Delich Associates lt north pm eb-wb dual lt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max None None None C-Max Maximum Split (s) 20 29 12 59 26 23 12 59 Maximum Split (%) 16.7% 24.2% 10.0% 49.2% 21.7% 19.2% 10.0% 49.2% Minimum Split (s) 11 15 11 34 11 15 11 30 Yellow Time (s) 4.5 4.5 3 5.5 3 4.5 5.5 5.5 All-Red Time (s) 2.5 2.5 1 1.5 2 2.5 1.5 1.5 Minimum Initial (s) 4 7 4 15 4 7 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) 19 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 60 109 1 60 86 48 109 End Time (s) 109 89 1 60 86 109 60 48 Yield/Force Off (s) 102 82 117 53 81 102 53 41 Yield/Force Off 170(s) 102 82 117 34 81 102 53 25 Local Start Time (s) 48 19 68 80 19 45 7 68 Local Yield (s) 61 41 76 12 40 61 12 0 Local Yield 170(s) 61 41 76 113 40 61 12 104 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 41 (34%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 120: Ziegler Rd & Harmony HCM 2010 Signalized Intersection Summary Long Total AM 3: Technology/HP West & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 175 2120 430 225 1865 55 115 0 30 10 0 15 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 184 2232 260 237 1963 55 121 0 0 11 0 0 Adj No. of Lanes 131130210110 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 224 3488 1086 276 3637 102 202 13 0 33 2 0 Arrive On Green 0.13 0.69 0.69 0.16 0.72 0.72 0.06 0.00 0.00 0.02 0.00 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5086 142 3442 1863 0 1774 1863 0 Grp Volume(v), veh/h 184 2232 260 237 1308 710 121 0 0 11 0 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1838 1721 1863 0 1774 1863 0 Q Serve(g_s), s 12.1 29.5 7.4 15.6 21.5 21.5 4.1 0.0 0.0 0.7 0.0 0.0 Cycle Q Clear(g_c), s 12.1 29.5 7.4 15.6 21.5 21.5 4.1 0.0 0.0 0.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 224 3488 1086 276 2425 1314 202 13 0 33 2 0 V/C Ratio(X) 0.82 0.64 0.24 0.86 0.54 0.54 0.60 0.00 0.00 0.33 0.00 0.00 Avail Cap(c_a), veh/h 237 3488 1086 281 2425 1314 229 171 0 118 171 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 0.74 0.74 0.74 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 51.1 10.5 7.1 49.4 7.9 7.9 55.1 0.0 0.0 58.2 0.0 0.0 Incr Delay (d2), s/veh 2.1 0.1 0.0 17.5 0.2 0.3 3.4 0.0 0.0 5.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.1 13.7 3.2 9.0 10.0 11.0 2.1 0.0 0.0 0.4 0.0 0.0 LnGrp Delay(d),s/veh 53.2 10.6 7.1 66.9 8.1 8.3 58.5 0.0 0.0 64.0 0.0 0.0 LnGrp LOS D BAEAAE E Approach Vol, veh/h 2676 2255 121 11 Approach Delay, s/veh 13.2 14.3 58.5 64.0 Approach LOS BBEE Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 0.0 22.6 86.3 6.2 4.8 19.1 89.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 7.0 10.0 18.0 65.0 7.0 10.0 15.0 68.0 Max Q Clear Time (g_c+I1), s 6.1 0.0 17.6 31.5 2.7 0.0 14.1 23.5 Green Ext Time (p_c), s 0.0 0.0 0.0 32.1 0.0 0.0 0.0 42.1 Intersection Summary HCM 2010 Ctrl Delay 14.9 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total AM 3: Technology/HP West & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None Max None C-Max None Max None None Maximum Split (s) 12 15 23 70 12 15 20 73 Maximum Split (%) 10.0% 12.5% 19.2% 58.3% 10.0% 12.5% 16.7% 60.8% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 12 27 50 0 12 27 47 End Time (s) 12 27 50 0 12 27 47 0 Yield/Force Off (s) 7 22 45 115 7 22 42 115 Yield/Force Off 170(s) 7 22 45 115 7 22 42 115 Local Start Time (s) 5 17 32 55 5 17 32 52 Local Yield (s) 12 27 50 0 12 27 47 0 Local Yield 170(s) 12 27 50 0 12 27 47 0 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: 3: Technology/HP West & Harmony HCM 2010 Signalized Intersection Summary Long Total PM 3: Technology/HP West & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 25 2300 155 50 2665 10 440 0 210 75 0 135 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 26 2347 90 51 2719 10 449 0 117 77 0 0 Adj No. of Lanes 131130210110 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 49 2788 868 80 2959 11 516 0 333 112 230 0 Arrive On Green 0.03 0.55 0.55 0.05 0.57 0.57 0.15 0.00 0.21 0.06 0.00 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5230 19 3442 0 1583 1774 1863 0 Grp Volume(v), veh/h 26 2347 90 51 1762 967 449 0 117 77 0 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1859 1721 0 1583 1774 1863 0 Q Serve(g_s), s 1.7 46.5 3.3 3.4 56.4 56.5 15.3 0.0 7.6 5.1 0.0 0.0 Cycle Q Clear(g_c), s 1.7 46.5 3.3 3.4 56.4 56.5 15.3 0.0 7.6 5.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.01 1.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 49 2788 868 80 1918 1052 516 0 333 112 230 0 V/C Ratio(X) 0.53 0.84 0.10 0.64 0.92 0.92 0.87 0.00 0.35 0.69 0.00 0.00 Avail Cap(c_a), veh/h 118 2839 884 118 1918 1052 516 0 333 118 230 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.42 0.42 0.42 0.63 0.63 0.63 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.6 22.7 13.0 56.3 23.6 23.6 49.9 0.0 40.4 55.1 0.0 0.0 Incr Delay (d2), s/veh 3.7 1.0 0.0 5.2 5.1 8.7 14.8 0.0 2.9 14.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 21.8 1.4 1.8 27.5 31.3 8.4 0.0 3.6 3.0 0.0 0.0 LnGrp Delay(d),s/veh 61.2 23.8 13.0 61.6 28.7 32.3 64.6 0.0 43.3 69.7 0.0 0.0 LnGrp LOS E C B E C C E D E Approach Vol, veh/h 2463 2780 566 77 Approach Delay, s/veh 23.8 30.5 60.2 69.7 Approach LOS C C E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 22.0 18.8 9.4 69.8 11.6 29.2 7.3 71.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 17.0 10.0 7.0 66.0 7.0 20.0 7.0 66.0 Max Q Clear Time (g_c+I1), s 17.3 0.0 5.4 48.5 7.1 9.6 3.7 58.5 Green Ext Time (p_c), s 0.0 0.0 0.0 16.3 0.0 0.4 0.0 7.4 Intersection Summary HCM 2010 Ctrl Delay 31.1 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total PM 3: Technology/HP West & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 22 15 12 71 12 25 12 71 Maximum Split (%) 18.3% 12.5% 10.0% 59.2% 10.0% 20.8% 10.0% 59.2% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 83 105 0 12 83 95 0 12 End Time (s) 105 0 12 83 95 0 12 83 Yield/Force Off (s) 100 115 7 78 90 115 7 78 Yield/Force Off 170(s) 100 115 7 78 90 115 7 78 Local Start Time (s) 83 105 0 12 83 95 0 12 Local Yield (s) 100 115 7 78 90 115 7 78 Local Yield 170(s) 100 115 7 78 90 115 7 78 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Red Splits and Phases: 3: Technology/HP West & Harmony HCM 2010 Signalized Intersection Summary Long Total AM 174: Lady Moon/HP East & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 120 1680 360 380 1905 180 235 50 105 5 5 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 126 1768 236 400 2005 113 247 53 45 5 5 0 Adj No. of Lanes 131231210111 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 162 2733 850 554 3192 993 339 117 99 24 76 65 Arrive On Green 0.18 1.00 1.00 0.16 0.63 0.63 0.10 0.13 0.13 0.01 0.04 0.00 Sat Flow, veh/h 1774 5085 1582 3442 5085 1582 3442 932 791 1774 1863 1583 Grp Volume(v), veh/h 126 1768 236 400 2005 113 247 0 98 5 5 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1582 1721 1695 1582 1721 0 1723 1774 1863 1583 Q Serve(g_s), s 8.1 0.0 0.0 13.2 29.1 3.4 8.4 0.0 6.3 0.3 0.3 0.0 Cycle Q Clear(g_c), s 8.1 0.0 0.0 13.2 29.1 3.4 8.4 0.0 6.3 0.3 0.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.46 1.00 1.00 Lane Grp Cap(c), veh/h 162 2733 850 554 3192 993 339 0 217 24 76 65 V/C Ratio(X) 0.78 0.65 0.28 0.72 0.63 0.11 0.73 0.00 0.45 0.21 0.07 0.00 Avail Cap(c_a), veh/h 177 2733 850 554 3192 993 488 0 230 163 155 132 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.52 0.52 0.52 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 47.8 0.0 0.0 47.8 13.7 9.0 52.5 0.0 48.6 58.6 55.4 0.0 Incr Delay (d2), s/veh 9.9 0.6 0.4 4.6 0.4 0.1 3.2 0.0 1.5 4.3 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 0.2 0.1 6.6 13.7 1.5 4.1 0.0 3.1 0.2 0.2 0.0 LnGrp Delay(d),s/veh 57.7 0.6 0.4 52.4 14.1 9.0 55.7 0.0 50.1 62.8 55.7 0.0 LnGrp LOS E A A D B A E D E E Approach Vol, veh/h 2130 2518 345 10 Approach Delay, s/veh 4.0 20.0 54.1 59.3 Approach LOS A B D E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.8 9.9 25.3 70.0 4.6 20.1 14.0 81.3 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 16.0 9.0 8.0 63.5 10.0 15.0 11.0 63.0 Max Q Clear Time (g_c+I1), s 10.4 2.3 15.2 2.0 2.3 8.3 10.1 31.1 Green Ext Time (p_c), s 0.4 0.1 0.0 11.7 0.0 0.1 0.0 14.7 Intersection Summary HCM 2010 Ctrl Delay 15.6 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total AM 174: Lady Moon/HP East & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north 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) 20 15 15 70 14 21 15 70 Maximum Split (%) 16.7% 12.5% 12.5% 58.3% 11.7% 17.5% 12.5% 58.3% 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 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 12 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 21.5 41.5 6.5 56.5 21.5 35.5 56.5 71.5 End Time (s) 41.5 56.5 21.5 6.5 35.5 56.5 71.5 21.5 Yield/Force Off (s) 37.5 50.5 14.5 0 31.5 50.5 67.5 14.5 Yield/Force Off 170(s) 37.5 50.5 14.5 108 31.5 50.5 67.5 4.5 Local Start Time (s) 21.5 41.5 6.5 56.5 21.5 35.5 56.5 71.5 Local Yield (s) 37.5 50.5 14.5 0 31.5 50.5 67.5 14.5 Local Yield 170(s) 37.5 50.5 14.5 108 31.5 50.5 67.5 4.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 174: Lady Moon/HP East & Harmony HCM 2010 Signalized Intersection Summary Long Total PM 174: Lady Moon/HP East & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 2365 210 275 2095 15 530 5 275 160 45 100 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 10 2413 132 281 2138 0 541 5 136 163 46 0 Adj No. of Lanes 131231210111 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 2521 784 394 3120 971 602 6 173 203 97 82 Arrive On Green 0.02 0.50 0.50 0.11 0.61 0.00 0.17 0.11 0.11 0.11 0.05 0.00 Sat Flow, veh/h 1774 5085 1582 3442 5085 1583 3442 56 1535 1774 1863 1583 Grp Volume(v), veh/h 10 2413 132 281 2138 0 541 0 141 163 46 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1582 1721 1695 1583 1721 0 1592 1774 1863 1583 Q Serve(g_s), s 0.7 54.6 3.3 9.4 33.6 0.0 18.5 0.0 10.4 10.7 2.9 0.0 Cycle Q Clear(g_c), s 0.7 54.6 3.3 9.4 33.6 0.0 18.5 0.0 10.4 10.7 2.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 Lane Grp Cap(c), veh/h 32 2521 784 394 3120 971 602 0 179 203 97 82 V/C Ratio(X) 0.32 0.96 0.17 0.71 0.69 0.00 0.90 0.00 0.79 0.80 0.47 0.00 Avail Cap(c_a), veh/h 118 2521 784 394 3120 971 602 0 212 222 155 132 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.49 0.49 0.49 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 58.2 29.0 6.0 51.2 15.5 0.0 48.5 0.0 51.9 51.8 55.3 0.0 Incr Delay (d2), s/veh 2.8 6.0 0.2 5.9 0.6 0.0 16.3 0.0 15.2 17.5 3.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 26.9 1.5 4.8 15.8 0.0 10.2 0.0 5.3 6.2 1.6 0.0 LnGrp Delay(d),s/veh 61.0 35.0 6.2 57.2 16.1 0.0 64.8 0.0 67.1 69.3 58.8 0.0 LnGrp LOS E D A E B E E E E Approach Vol, veh/h 2555 2419 682 209 Approach Delay, s/veh 33.6 20.9 65.3 67.0 Approach LOS C C E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 24.0 11.3 19.7 65.0 16.8 18.5 5.1 79.6 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 20.0 9.0 9.0 58.5 14.0 15.0 7.0 63.0 Max Q Clear Time (g_c+I1), s 20.5 4.9 11.4 56.6 12.7 12.4 2.7 35.6 Green Ext Time (p_c), s 0.0 0.2 0.0 1.6 0.1 0.1 0.0 13.5 Intersection Summary HCM 2010 Ctrl Delay 33.2 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total PM 174: Lady Moon/HP East & Harmony Harmony Tech Park Filing 5 8/25/2015 Synchro 9 Light Report Delich Associates lt north 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) 24 15 16 65 18 21 11 70 Maximum Split (%) 20.0% 12.5% 13.3% 54.2% 15.0% 17.5% 9.2% 58.3% 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 1131 1.5 Minimum Initial (s) 4 4 4 15 4 4 4 15 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 12 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 17.5 41.5 1.5 56.5 17.5 35.5 56.5 67.5 End Time (s) 41.5 56.5 17.5 1.5 35.5 56.5 67.5 17.5 Yield/Force Off (s) 37.5 50.5 10.5 115 31.5 50.5 63.5 10.5 Yield/Force Off 170(s) 37.5 50.5 10.5 103 31.5 50.5 63.5 0.5 Local Start Time (s) 22.5 46.5 6.5 61.5 22.5 40.5 61.5 72.5 Local Yield (s) 42.5 55.5 15.5 0 36.5 55.5 68.5 15.5 Local Yield 170(s) 42.5 55.5 15.5 108 36.5 55.5 68.5 5.5 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 HCM 2010 TWSC Long Total AM 7: Lady Moon & RT Access Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 10 0 0 55 0 335 20 0 705 40 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 11 0 0 58 0 353 21 0 742 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1126 1137 763 1126 1147 363 784 0 0 374 0 0 Stage 1 763 763 - 363 363 - - - - - - - Stage 2 363 374 - 763 784 - - - - - - - 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 182 202 404 182 199 682 834 - - 1184 - - Stage 1 397 413 - 656 625 - - - - - - - Stage 2 656 618 - 397 404 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 167 202 404 177 199 682 834 - - 1184 - - Mov Cap-2 Maneuver 167 202 - 177 199 - - - - - - - Stage 1 397 413 - 656 625 - - - - - - - Stage 2 600 618 - 387 404 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.1 10.8 0 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 834 - - 404 682 1184 - - HCM Lane V/C Ratio - - - 0.026 0.085 - - - HCM Control Delay (s) 0 - - 14.1 10.8 0 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - - Lanes and Geometrics Long Total AM 7: Lady Moon & RT Access Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 1 0 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.865 0.992 0.993 Flt Protected Satd. Flow (prot) 0 0 1611 0 0 1611 0 1848 0 0 1850 0 Flt Permitted Satd. Flow (perm) 0 0 1611 0 0 1611 0 1848 0 0 1850 0 Link Speed (mph) 30 30 25 25 Link Distance (ft) 186 169 260 464 Travel Time (s) 4.2 3.8 7.1 12.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 7: Lady Moon & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 5 0 0 120 0 690 15 0 495 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 5 0 0 126 0 726 16 0 521 37 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1273 1281 539 1273 1292 734 558 0 0 742 0 0 Stage 1 539 539 - 734 734 - - - - - - - Stage 2 734 742 - 539 558 - - - - - - - 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 144 166 542 144 163 420 1013 - - 865 - - Stage 1 527 522 - 412 426 - - - - - - - Stage 2 412 422 - 527 512 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 101 166 542 143 163 420 1013 - - 865 - - Mov Cap-2 Maneuver 101 166 - 143 163 - - - - - - - Stage 1 527 522 - 412 426 - - - - - - - Stage 2 288 422 - 522 512 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.7 17.2 0 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1013 - - 542 420 865 - - HCM Lane V/C Ratio - - - 0.01 0.301 - - - HCM Control Delay (s) 0 - - 11.7 17.2 0 - - HCM Lane LOS A - - B C A - - HCM 95th %tile Q(veh) 0 - - 0 1.2 0 - - Lanes and Geometrics Long Total PM 7: Lady Moon & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 1 0 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.865 0.997 0.991 Flt Protected Satd. Flow (prot) 0 0 1611 0 0 1611 0 1857 0 0 1846 0 Flt Permitted Satd. Flow (perm) 0 0 1611 0 0 1611 0 1857 0 0 1846 0 Link Speed (mph) 30 30 25 25 Link Distance (ft) 186 169 333 391 Travel Time (s) 4.2 3.8 9.1 10.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 14: Lady Moon & Timberwood/Banner Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Intersection Int Delay, s/veh 13.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 50 30 25 35 10 30 65 275 45 180 415 120 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 160 - - - 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 32 26 37 11 32 68 289 47 189 437 126 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1350 1353 500 1345 1392 313 563 0 0 337 0 0 Stage 1 879 879 - 450 450 - - - - - - - Stage 2 471 474 - 895 942 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 128 150 571 129 142 727 1008 - - 1222 - - Stage 1 342 365 - 589 572 - - - - - - - Stage 2 573 558 - 335 342 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 95 118 571 82 112 727 1008 - - 1222 - - Mov Cap-2 Maneuver 95 118 - 82 112 - - - - - - - Stage 1 319 309 - 549 533 - - - - - - - Stage 2 501 520 - 243 289 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 95.8 63.7 1.5 2.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1008 - - 102 571 135 1222 - - HCM Lane V/C Ratio 0.068 - - 0.826 0.046 0.585 0.155 - - HCM Control Delay (s) 8.8 - - 122.1 11.6 63.7 8.5 - - HCM Lane LOS A - - F B F A - - HCM 95th %tile Q(veh) 0.2 - - 4.6 0.1 3 0.5 - - Lanes and Geometrics Long Total AM 14: Lady Moon & Timberwood/Banner Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 160 0 0 100 0 100 0 Storage Lanes 0 1 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.946 0.979 0.966 Flt Protected 0.970 0.977 0.950 0.950 Satd. Flow (prot) 0 1807 1583 0 1722 0 1770 1824 0 1770 1799 0 Flt Permitted 0.970 0.977 0.950 0.950 Satd. Flow (perm) 0 1807 1583 0 1722 0 1770 1824 0 1770 1799 0 Link Speed (mph) 30 30 25 25 Link Distance (ft) 338 220 457 260 Travel Time (s) 7.7 5.0 12.5 7.1 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 14: Lady Moon & Timberwood/Banner Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 59.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 150 15 55 55 35 80 25 475 25 100 355 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 160 - - - 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 158 16 58 58 37 84 26 500 26 105 374 47 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1234 1187 397 1182 1198 513 421 0 0 526 0 0 Stage 1 608 608 - 566 566 - - - - - - - Stage 2 626 579 - 616 632 - - - - - - - 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 ~ 153 188 652 167 186 561 1138 - - 1041 - - Stage 1 483 486 - 509 507 - - - - - - - Stage 2 472 501 - 478 474 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 98 165 652 128 163 561 1138 - - 1041 - - Mov Cap-2 Maneuver ~ 98 165 - 128 163 - - - - - - - Stage 1 472 437 - 497 495 - - - - - - - Stage 2 363 490 - 377 426 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 322.7 70.8 0.4 1.8 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1138 - - 102 652 216 1041 - - HCM Lane V/C Ratio 0.023 - - 1.703 0.089 0.828 0.101 - - HCM Control Delay (s) 8.2 - -$ 426.6 11.1 70.8 8.8 - - HCM Lane LOS A - - F B F A - - HCM 95th %tile Q(veh) 0.1 - - 13.7 0.3 6.2 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Long Total PM 14: Lady Moon & Timberwood/Banner Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 160 0 0 100 0 100 0 Storage Lanes 0 1 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.937 0.993 0.983 Flt Protected 0.957 0.984 0.950 0.950 Satd. Flow (prot) 0 1783 1583 0 1717 0 1770 1850 0 1770 1831 0 Flt Permitted 0.957 0.984 0.950 0.950 Satd. Flow (perm) 0 1783 1583 0 1717 0 1770 1850 0 1770 1831 0 Link Speed (mph) 30 30 25 25 Link Distance (ft) 335 220 457 333 Travel Time (s) 7.6 5.0 12.5 9.1 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 11: Access A & Timberwood Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 45 70 65 100 70 25 5 0 10 25 0 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 47 74 68 105 74 26 5 0 11 26 0 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 100 0 0 142 0 0 514 514 108 505 534 87 Stage 1 - - - - - - 203 203 - 297 297 - Stage 2 - - - - - - 311 311 - 208 237 - 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 1493 - - 1441 - - 471 464 946 478 452 971 Stage 1 - - - - - - 799 733 - 712 668 - Stage 2 - - - - - - 699 658 - 794 709 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1493 - - 1441 - - 420 414 946 433 403 971 Mov Cap-2 Maneuver - - - - - - 420 414 - 433 403 - Stage 1 - - - - - - 772 708 - 688 617 - Stage 2 - - - - - - 628 607 - 758 685 - Approach EB WB NB SB HCM Control Delay, s 1.9 3.9 10.5 11.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 667 1493 - - 1441 - - 599 HCM Lane V/C Ratio 0.024 0.032 - - 0.073 - - 0.088 HCM Control Delay (s) 10.5 7.5 0 - 7.7 0 - 11.6 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.1 0.1 - - 0.2 - - 0.3 Lanes and Geometrics Long Total AM 11: Access A & Timberwood Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.951 0.983 0.907 0.932 Flt Protected 0.988 0.975 0.985 0.976 Satd. Flow (prot) 0 1750 0 0 1785 0 0 1664 0 0 1694 0 Flt Permitted 0.988 0.975 0.985 0.976 Satd. Flow (perm) 0 1750 0 0 1785 0 0 1664 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 415 338 219 198 Travel Time (s) 9.4 7.7 5.0 4.5 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 11: Access A & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 35 80 15 20 75 15 70 0 100 40 0 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 37 84 16 21 79 16 74 0 105 42 0 37 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 95 0 0 100 0 0 313 303 92 347 303 87 Stage 1 - - - - - - 166 166 - 129 129 - Stage 2 - - - - - - 147 137 - 218 174 - 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 1499 - - 1493 - - 640 610 965 607 610 971 Stage 1 - - - - - - 836 761 - 875 789 - Stage 2 - - - - - - 856 783 - 784 755 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1499 - - 1493 - - 597 585 965 524 585 971 Mov Cap-2 Maneuver - - - - - - 597 585 - 524 585 - Stage 1 - - - - - - 814 741 - 852 777 - Stage 2 - - - - - - 811 771 - 680 735 - Approach EB WB NB SB HCM Control Delay, s 2 1.4 11.1 11.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 770 1499 - - 1493 - - 667 HCM Lane V/C Ratio 0.232 0.025 - - 0.014 - - 0.118 HCM Control Delay (s) 11.1 7.5 0 - 7.4 0 - 11.1 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.9 0.1 - - 0 - - 0.4 Lanes and Geometrics Long Total PM 11: Access A & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.984 0.981 0.921 0.937 Flt Protected 0.987 0.991 0.980 0.974 Satd. Flow (prot) 0 1809 0 0 1811 0 0 1681 0 0 1700 0 Flt Permitted 0.987 0.991 0.980 0.974 Satd. Flow (perm) 0 1809 0 0 1811 0 0 1681 0 0 1700 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 457 335 198 203 Travel Time (s) 10.4 7.6 4.5 4.6 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 17: Access B & Timberwood Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 160 150 20 25 40 35 5 0 5 25 0 55 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 168 158 21 26 42 37 5 0 5 26 0 58 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 79 0 0 179 0 0 647 637 168 621 629 61 Stage 1 - - - - - - 505 505 - 113 113 - Stage 2 - - - - - - 142 132 - 508 516 - 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 1519 - - 1397 - - 384 395 876 400 399 1004 Stage 1 - - - - - - 549 540 - 892 802 - Stage 2 - - - - - - 861 787 - 547 534 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1519 - - 1397 - - 323 339 876 355 343 1004 Mov Cap-2 Maneuver - - - - - - 323 339 - 355 343 - Stage 1 - - - - - - 481 474 - 782 786 - Stage 2 - - - - - - 795 771 - 477 468 - Approach EB WB NB SB HCM Control Delay, s 3.7 1.9 12.8 11.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 472 1519 - - 1397 - - 639 HCM Lane V/C Ratio 0.022 0.111 - - 0.019 - - 0.132 HCM Control Delay (s) 12.8 7.7 0 - 7.6 0 - 11.5 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.1 0.4 - - 0.1 - - 0.5 Lanes and Geometrics Long Total AM 17: Access B & Timberwood Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.952 0.932 0.907 Flt Protected 0.976 0.988 0.976 0.985 Satd. Flow (prot) 0 1803 0 0 1752 0 0 1694 0 0 1664 0 Flt Permitted 0.976 0.988 0.976 0.985 Satd. Flow (perm) 0 1803 0 0 1752 0 0 1694 0 0 1664 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 579 415 198 209 Travel Time (s) 13.2 9.4 4.5 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 17: Access B & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 80 70 5 5 145 30 20 0 25 35 0 85 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 84 74 5 5 153 32 21 0 26 37 0 89 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 184 0 0 79 0 0 469 440 76 437 426 168 Stage 1 - - - - - - 245 245 - 179 179 - Stage 2 - - - - - - 224 195 - 258 247 - 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 1391 - - 1519 - - 505 511 985 530 520 876 Stage 1 - - - - - - 759 703 - 823 751 - Stage 2 - - - - - - 779 739 - 747 702 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1391 - - 1519 - - 430 477 985 490 485 876 Mov Cap-2 Maneuver - - - - - - 430 477 - 490 485 - Stage 1 - - - - - - 711 659 - 771 748 - Stage 2 - - - - - - 697 736 - 681 658 - Approach EB WB NB SB HCM Control Delay, s 4 0.2 11.2 11.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 626 1391 - - 1519 - - 712 HCM Lane V/C Ratio 0.076 0.061 - - 0.003 - - 0.177 HCM Control Delay (s) 11.2 7.8 0 - 7.4 0 - 11.1 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.6 Lanes and Geometrics Long Total PM 17: Access B & Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.977 0.925 0.905 Flt Protected 0.975 0.999 0.978 0.986 Satd. Flow (prot) 0 1809 0 0 1818 0 0 1685 0 0 1662 0 Flt Permitted 0.975 0.999 0.978 0.986 Satd. Flow (perm) 0 1809 0 0 1818 0 0 1685 0 0 1662 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 540 457 204 209 Travel Time (s) 12.3 10.4 4.6 4.8 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 13: Technology & Intel/Timberwood Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 0 5 40 0 60 20 60 110 220 385 50 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 0 5 42 0 63 21 63 116 232 405 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1090 1116 432 1060 1084 121 458 0 0 179 0 0 Stage 1 895 895 - 163 163 - - - - - - - Stage 2 195 221 - 897 921 - - - - - - - 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 193 208 624 202 217 930 1103 - - 1397 - - Stage 1 335 359 - 839 763 - - - - - - - Stage 2 807 720 - 334 349 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 155 170 624 172 178 930 1103 - - 1397 - - Mov Cap-2 Maneuver 155 170 - 172 178 - - - - - - - Stage 1 329 299 - 823 748 - - - - - - - Stage 2 738 706 - 276 291 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 26.2 20.5 0.9 2.7 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1103 - - 191 337 1397 - - HCM Lane V/C Ratio 0.019 - - 0.11 0.312 0.166 - - HCM Control Delay (s) 8.3 - - 26.2 20.5 8.1 - - HCM Lane LOS A - - D C A - - HCM 95th %tile Q(veh) 0.1 - - 0.4 1.3 0.6 - - Lanes and Geometrics Long Total AM 13: Technology & Intel/Timberwood Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 100 0 100 100 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.968 0.919 0.903 0.983 Flt Protected 0.963 0.980 0.950 0.950 Satd. Flow (prot) 0 1736 0 0 1678 0 1770 1682 0 1770 1831 0 Flt Permitted 0.963 0.980 0.950 0.950 Satd. Flow (perm) 0 1736 0 0 1678 0 1770 1682 0 1770 1831 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 169 579 1380 297 Travel Time (s) 3.8 13.2 31.4 6.8 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 13: Technology & Intel/Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 7.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 60 0 20 120 0 125 5 405 55 100 90 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 160 100 - - 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 63 0 21 126 0 132 5 426 58 105 95 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 779 808 103 790 787 455 111 0 0 484 0 0 Stage 1 313 313 - 466 466 - - - - - - - Stage 2 466 495 - 324 321 - - - - - - - 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 313 315 952 308 324 605 1479 - - 1079 - - Stage 1 698 657 - 577 562 - - - - - - - Stage 2 577 546 - 688 652 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 226 283 952 278 291 605 1479 - - 1079 - - Mov Cap-2 Maneuver 226 283 - 278 291 - - - - - - - Stage 1 696 593 - 575 560 - - - - - - - Stage 2 450 544 - 607 589 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.4 20.3 0.1 4.2 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1479 - - 279 278 605 1079 - - HCM Lane V/C Ratio 0.004 - - 0.302 0.454 0.217 0.098 - - HCM Control Delay (s) 7.4 - - 23.4 28.3 12.6 8.7 - - HCM Lane LOS A - - C D B A - - HCM 95th %tile Q(veh) 0 - - 1.2 2.2 0.8 0.3 - - Lanes and Geometrics Long Total PM 13: Technology & Intel/Timberwood Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 160 100 0 100 100 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.966 0.850 0.982 0.978 Flt Protected 0.964 0.950 0.950 0.950 Satd. Flow (prot) 0 1735 0 0 1770 1583 1770 1829 0 1770 1822 0 Flt Permitted 0.964 0.950 0.950 0.950 Satd. Flow (perm) 0 1735 0 0 1770 1583 1770 1829 0 1770 1822 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 169 540 1380 297 Travel Time (s) 3.8 12.3 31.4 6.8 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 1: Technology & RT Access Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 30 115 20 0 655 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 2 2 2 2 2 Mvmt Flow 0 32 121 21 0 689 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 821 132 0 0 142 0 Stage 1 132 - - - - - Stage 2 689 - - - - - 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 344 917 - - 1441 - Stage 1 894 - - - - - Stage 2 498 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 344 917 - - 1441 - Mov Cap-2 Maneuver 344 - - - - - Stage 1 894 - - - - - Stage 2 498 - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 917 1441 - HCM Lane V/C Ratio - - 0.034 - - HCM Control Delay (s) - - 9.1 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0 - Lanes and Geometrics Long Total AM 1: Technology & RT Access Harmony Tech Park Filing 5 8/20/2015 Synchro 9 Light Report Delich Associates lt north am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.980 Flt Protected Satd. Flow (prot) 0 1611 1825 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1825 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 239 297 357 Travel Time (s) 5.4 6.8 8.1 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 1: Technology & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 70 580 10 0 205 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 2 2 2 2 2 Mvmt Flow 0 74 611 11 0 216 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 832 616 0 0 621 0 Stage 1 616 - - - - - Stage 2 216 - - - - - 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 339 491 - - 960 - Stage 1 539 - - - - - Stage 2 820 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 339 491 - - 960 - Mov Cap-2 Maneuver 339 - - - - - Stage 1 539 - - - - - Stage 2 820 - - - - - Approach WB NB SB HCM Control Delay, s 13.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 491 960 - HCM Lane V/C Ratio - - 0.15 - - HCM Control Delay (s) - - 13.6 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.5 0 - Lanes and Geometrics Long Total PM 1: Technology & RT Access Harmony Tech Park Filing 5 8/21/2015 Synchro 9 Light Report Delich Associates lt north pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.998 Flt Protected Satd. Flow (prot) 0 1611 1859 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1859 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 239 297 357 Travel Time (s) 5.4 6.8 8.1 Intersection Summary Area Type: Other APPENDIX I Harmony Kechter Rock Creek Ziegler Timberwood Lady Moon Precision Le Fever Cinquefoil Fossil Ridge High School Timberwood Technology SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES HTP Retail TIS, September 2015 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 Avago Commercial Minimum C C C C C 1 Actual A D C C C Proposed A B C C B Banner Medical Campus Commercial Minimum C C C C C 2 Actual A D D C B Proposed A A C B B Intel Industrial Minimum C C C C C 3 Actual A D D C D Proposed A B C B C Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 40/35 705/495 10/5 RT Access Timberwood 120/45 415/355 180/100 50/150 30/15 25/55 65/25 275/475 45/25 30/80 10/35 35/55 235/530 50/5 105/275 1680/2365 360/210 5/100 5/45 5/160 120/10 180/15 1905/2095 380/275 Intel Banner AM/PM Rounded to Nearest 5 Vehicles Access A Access B 5/20 NOM 5/25 55/85 NOM 25/35 Timberwood NOM 5/70 10/100 25/35 NOM 25/40 160/80 150/70 20/5 25/5 40/145 35/30 45/35 70/80 65/15 100/20 70/75 25/15 Technology 120/128 47/49 28/32 39/38 28/40 60/57 44/33 34/23 39/38 28/40 31/46 44/33 28/32 Access A Access B Timberwood Intel Banner AM/PM 39/9 104/90 75/89 NOM 3/46 NOM Technology 254/264 392/307 83/105 74/165 242/466 617/698 164/133 1198/1677 170/255 531/853 1478/1465 120/137 680/470 Timberwood 90/20 410/350 180/100 10/90 30/15 15/45 40/5 275/475 45/25 30/80 10/35 35/55 230/520 50/5 70/225 1695/2390 350/200 5/100 5/45 5/160 120/10 180/15 1920/2120 325/225 Intel Banner AM/PM Rounded to Nearest 5 Vehicles Access B 5/40 NOM 0/5 95/20 105/35 20/5 Access A 5/20 NOM 5/25 Timberwood 25/5 15/105 5/0 40/40 100/20 45/50 65/15 5/70 10/100 Technology 86/202 71/40 208/124 42/24 6/12 28/52 87/77 13/9 23/19 52/57 22/25 -15/-25 54/50 -14/-26 12/9 6/8 35/50 26/20 28/26 7/6 41/58 10/12 Technology 7/8 35/50 44/35 29/26 11/10 42/58 17/20