Loading...
HomeMy WebLinkAboutLINK-N-GREENS - PDP - PDP130001 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYLINK-N-GREENS PDP TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY 2013 Prepared for: NewMark Merrill Mountain States, LLC 2720 Council Tree Avenue, #230 Fort Collins, CO 80523 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #1257 TABLE OF CONTENTS I. INTRODUCTION........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use......................................................................................................................... 2 Streets............................................................................................................................. 2 Existing Traffic................................................................................................................. 5 Existing Operation........................................................................................................... 5 Pederstrian Facilities..................................................................................................... 10 Bicycle Facilities............................................................................................................ 10 Transit Facilities ............................................................................................................ 10 III. PROPOSED DEVELOPMENT............................................................................... 11 Trip Generation ............................................................................................................. 11 Trip Distribution ............................................................................................................. 11 Background Traffic Projections ..................................................................................... 11 Trip Assignment ............................................................................................................ 17 Signal Warrants............................................................................................................. 17 Operation Analysis ........................................................................................................ 17 Geometry ...................................................................................................................... 26 Long Range (2035) Future............................................................................................ 26 Pedestrian Level of Service........................................................................................... 34 Bicycle Level of Service ................................................................................................ 34 Transit Level of Service................................................................................................. 34 IV. CONCLUSIONS .................................................................................................... 35 LIST OF TABLES 1. Current Peak Hour Operation.................................................................................... 8 2. Phase 1 (2015) Trip Generation.............................................................................. 13 3. Phases 1-4 & Commercial/Retail Area (2018) Trip Generation............................... 13 4. Short Range (2015) Background Peak Hour Operation ......................................... 22 5. Short Range (2018) Background Peak Hour Operation .......................................... 24 6. Short Range (2015) Total Peak Hour Operation ..................................................... 27 7. Short Range (2018) Total Peak Hour Operation ..................................................... 29 8. Trip Generation from Link-N-Greens ODP (August 2012)....................................... 33 9. Link-N-Greens Property Full Development Trip Generation.................................... 33 DELICH Link-N-Greens PDP TIS, January 2013 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.................................................................................................................. 12 6. Trip Distribution ....................................................................................................... 14 7. Short Range (2015) Background Peak Hour Traffic................................................ 15 8. Short Range (2018) Background Peak Hour Traffic................................................ 16 9. Phase 1 (2015) Site Generated Peak Hour Traffic.................................................. 18 10. Short Range (2018) Site Generated Peak Hour Traffic........................................... 19 11. Short Range (2015) Total Peak Hour Traffic ........................................................... 20 12. Short Range (2018) Total Peak Hour Traffic ........................................................... 21 13. Short Range (2015) Geometry ................................................................................ 31 14. Short Range (2018) Geometry ................................................................................ 32 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Short Range (2015) Background Peak Hour Operation E. Short Range (2018) Background Peak Hour Operation F. Short Range (2015) Total Peak Hour Operation G. Short Range (2018) Total Peak Hour Operation H. Pedestrian/Bicycle Level of Service Worksheets DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements for the proposed Link-N-Greens PDP development. The proposed Link-N-Greens PDP development is located in the southwest quadrant of the Lemay/Lincoln intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the representative of the developer (NewMark Merrill Mountain States, LLC), the project planning consultant (BHA), the project engineering consultant (Interwest), Fort Collins Traffic Engineering, and Fort Collins Transportation Planning. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. This is the Base Assumptions packet from the Link-N-Greens ODP Transportation Impact Study. There were numerous meetings and discussions with City staff, which focused on the content of the Link-N-Greens PDP Transportation Impact Study. 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 Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Link-N-Greens PDP 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 northwest and northeast of the site. There are commercial and industrial uses to the north, south, east, and west of the site. The center of Fort Collins lies to the west of the proposed Link-N-Greens PDP site. Streets The primary streets near the Link-N-Greens PDP site are Mulberry Street, Lemay Avenue, Lincoln Avenue, Magnolia Street, and Vine Drive. Figure 2 shows a schematic of the existing geometry at the key intersections. Lemay Avenue is east of (adjacent to) the proposed Link-N-Greens PDP site. It is a north-south street classified as a four-lane arterial on the Fort Collins Master Street Plan. Currently, Lemay Avenue has a four-lane cross section south of Lincoln Avenue. At the Mulberry/Lemay intersection, Lemay Avenue has northbound and southbound left-turn lanes, two through lanes in each direction, and northbound and southbound right-turn lanes. At the Lemay/Magnolia intersection, Lemay Avenue has a southbound left-turn lane, two through lanes in each direction, and a northbound right-turn lane. At the Lemay/Lincoln intersection, Lemay Avenue has northbound and southbound left- turn lanes, one through lane in each direction, and a northbound right-turn lane. At the Lemay/Vine intersection, Lemay Avenue has single lane northbound and southbound approaches. The Mulberry/Lemay, Lemay/Magnolia, Lemay/Lincoln, and Lemay/Vine intersections have signal control. The posted speed limit on this segment of Lemay Avenue is 35 mph. The speed limit steps down to 30 mph north of Lincoln Avenue. Mulberry Street is south of the proposed Link-N-Greens PDP site. It is an east- west street classified as a six-lane arterial, east of Riverside Avenue, on the Fort Collins Master Street Plan. Currently, Mulberry Street has a four-lane cross section. At the Mulberry/Lemay intersection, Mulberry Street has dual westbound left-turn lanes, an eastbound left-turn lane, two through lanes in each direction, and eastbound and westbound right-turn lanes. By the year 2015, there will be dual eastbound left-turn lanes at the Mulberry/Lemay intersection. The posted speed limit on this segment of Mulberry Street is 35 mph. The speed limit steps up to 45 mph east of Lemay Avenue. Magnolia Street is east of the Link-N-Greens PDP site, primarily serving commercial retail land uses. It is an east-west street classified as a local street on the Fort Collins Master Street Plan. Currently, Magnolia Street has a two-lane cross section. At the Lemay/Magnolia intersection, Magnolia Street has dual westbound left- turn lanes and a westbound right-turn lane. DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 2 BURLINGTON NORTHERN RAILROAD Lincoln Buckingham Lemay Mulberry Vine Riverside Willow Jefferson Link-N-Greens PDP ENERGY TECHNOLOGY CENTER INDUSTRIAL TURBOMACHINERY SYSTEMS (ITS) ENGINE SYSTEMS (ES) PRODUCTION SUPPORT OFFICE (HQ) FUTURE BUILDING EXPANSION FUTURE BUILDING EXPANSION COURTYARD SERVICE/ LOADING DOCKS SERVICE SERVICE ENTRY PLAZA RESTAURANT 5,000 SF (1 STORY) ES OFFICE ITS OFFICE CAFE FUTURE BUILDING EXPANSION FUTURE BUILDING EXPANSION FUTURE BUILDING FUTURE BUILDING RIGHT-IN/ RIGHT-OUT/ LEFT-IN ACCESS BACK PORCH RESTAURANT (NOT A PART) BANK EXISTING GEOMETRY Figure 2 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 4 Vine Lincoln Magnolia Mulberry Lemay - Denotes Lane Lincoln Avenue is north of (adjacent to) the proposed Link-N-Greens PDP site. It is an east-west street classified as a two-lane arterial on the Fort Collins Master Street Plan. Currently, Lincoln Avenue has a two-lane cross section. At the Lemay/Lincoln intersection, Lincoln Avenue has eastbound and westbound left-turn lanes, one through lane in each direction, and eastbound and westbound right-turn lanes. The posted speed limit on this segment of Lincoln Avenue is 35 mph. Vine Drive is north of the proposed Link-N-Greens PDP site along the north side of the railroad tracks. Currently, Vine Drive has a two-lane cross section. At the Lemay/Vine intersection, Vine Drive has eastbound and westbound left-turn lanes, and a combined through/right-turn lane in each direction. On the Fort Collins Master Street Plan, Vine Drive is shown on a new alignment north of its current location. It is classified as a four-lane arterial in its future location. Existing Traffic Recent peak hour traffic volumes at the key intersections are shown in Figure 3. The counts at the Lemay/Lincoln intersection were obtained in August 2010. The counts at the Mulberry/Lemay intersection were obtained in May 2011. The counts at the Lemay/Magnolia intersection were obtained in July 2011. The counts at the Lemay/Vine intersection were obtained in August 2012. All peak hour traffic counts were performed by the City of Fort Collins. Raw traffic count data is provided in Appendix B. Since counts were obtained on different days, the traffic volumes at the intersections were averaged/balanced and are shown in Figure 4. Existing Operation The Mulberry/Lemay, Lemay/Magnolia, Lemay/Lincoln, and Lemay/Vine 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. 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 Link-N-Greens PDP site is in an area termed “commercial corridor.” In areas termed “commercial corridors,” 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, there is no minimum acceptable level of service for any approach leg for an arterial/collector or local and collector/local intersection. In such areas, it is expected that there would be substantial delays to the minor street movements at unsignalized intersections during the peak hours. This is considered to be normal and acceptable in urban areas. DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 5 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 6 28/67 337/745 17/57 36/27 590/574 42/64 16/43 80/152 47/71 90/142 112/109 49/47 Vine 6/17 330/601 142/325 67/222 410/641 146/249 75/219 720/968 9/7 128/186 934/980 229/365 70/52 458/504 124/112 15/72 138/169 79/147 91/159 88/181 93/207 47/68 248/549 31/50 Lincoln Magnolia Mulberry Lemay 503/572 99/160 456/692 60/241 30/103 96/313 AM/PM BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 7 28/67 337/745 17/57 36/27 590/574 42/64 16/43 80/152 47/71 90/142 112/109 49/47 Vine 6/17 330/601 142/325 66/199 402/576 143/223 75/219 720/968 9/7 128/186 934/980 229/365 73/58 476/559 132/124 16/80 143/187 82/163 94/176 91/200 96/229 49/75 257/609 32/55 Lincoln Magnolia Mulberry Lemay 513/645 99/160 456/692 60/241 31/116 98/353 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T B D EB RT A A EB APPROACH C D WB LT D E WB T C D WB RT A A WB APPROACH C D NB LT C C NB T D D NB RT A A NB APPROACH D D SB LT C C SB T C B SB RT A A SB APPROACH C C Mulberry/Lemay (signal) OVERALL C D WB LT D D WB RT D D WB APPROACH D D NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A B SB APPROACH A B Lemay/Magnolia (signal) OVERALL A B Continued on next page DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 8 Continued from previous page TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T D D EB RT D D EB APPROACH D D WB LT C D WB T D D WB RT D D WB APPROACH D D NB LT A B NB T A D NB RT A A NB APPROACH A C SB LT A B SB T/RT B A SB APPROACH B A Lemay/Lincoln (signal) OVERALL B C EB LT C D EB T/RT C D EB APPROACH C D WB LT C D WB T/RT C D WB APPROACH C D NB LT/T/RT A A SB LT/T/RT A B Lemay/Vine (signal) OVERALL B B DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 9 Pedestrian Facilities There are sidewalks along Mulberry Street, the east side of Lemay Avenue, and Magnolia Street within the pedestrian influence area. There are no sidewalks along the Link-N-Greens PDP frontage on Lemay Avenue or Lincoln Avenue. Bicycle Facilities There are bicycle lanes along Lemay Avenue, Magnolia Street, Lincoln Avenue, and Vine Drive within the study area. Transit Facilities Currently, this area of Fort Collins is served by Transfort Routes 5 and 14. Route 5 operates along Lemay Avenue and Route 14 operates along Lincoln Avenue. DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The proposed Link-N-Greens PDP will include office, manufacturing, commercial, and retail uses. The site will be built in phases. Figure 5 shows a conceptual site plan of the Link-N-Greens PDP development. The retail/commercial area is located in the southeast portion of the site. For analysis purposes, the short range (Year 2015) includes development of Phase 1 of the Link-N-Greens PDP site. In the short range (2015) future, there will be one full-movement access to/from Lincoln Avenue (East Access), as well as one full-movement access to/from Lemay Avenue (Magnolia Drive extended) and the ¾ Access to/from Lemay Avenue. The short range (Year 2018) will include the additional development of Phases 2-4 and the commercial/retail area. The site plan shows that there will be two full-movement accesses to/from Lincoln Avenue, a ¾ Access to/from Lemay Avenue, a full-movement access that lines up with existing Magnolia Drive, and a right-in/right-out access that will serve the retail/commercial area. 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, 9th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the Link-N-Greens PDP site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis for the initial phase (Phase 1). The Phase 1 of the Link-N-Greens PDP site includes 201,861 square feet of manufacturing and 56.430 square feet of office use. The trip generation for Phase 1 of the Link-N-Greens PDP development resulted in 1220 daily trip ends, 233 morning peak hour trip ends, and 227 afternoon peak hour trip ends. Table 3 shows the expected trip generation for Phases 1-4 and the commercial/retail area. The trip generation resulted in 6280 daily trip ends, 876 morning peak hour trip ends, and 918 afternoon peak hour trip ends. Trip Distribution Trip distribution for the Link-N-Greens PDP 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 (2015) and short range (2018) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Background Traffic Projections Figures 7 and 8 show the respective short range (2015) and short range (2018) background traffic projections. Background traffic projections for the short range futures were developed by reviewing the North Front Range Regional Transportation Plan and DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 11 SCALE: 1"=400' SITE PLAN Figure 5 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 12 TABLE 2 Phase 1 (2015) Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Phase 1 (2015) 714 Office 56.43 KSF 7.98 450 1.41 80 0.11 6 0.14 8 1.27 72 140 Manufacturing (PSB, ITS, Loading, Café) 201.861 KSF 3.82 770 0.57 115 0.16 32 0.26 52 0.47 95 Phase 1 (2015) Total 1220 195 38 60 167 TABLE 3 Phases 1-4 & Commercial/Retail Area (2018) Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Phase 2 714 Headquarters Office 75.0 KSF 7.98 598 1.41 106 0.11 8 0.14 11 1.27 95 Phase 3 714 Office 62.0 KSF 7.98 494 1.41 87 0.11 7 0.14 9 1.27 79 140 Manufacturing (ES A & T) 154.0 KSF 3.82 588 0.57 88 0.16 25 0.26 40 0.47 72 Phase 3 Subtotal 1082 175 32 49 151 Phase 4 714 Office 22.0 KSF 7.98 176 1.41 31 0.11 2 0.14 3 1.27 28 140 Manufacturing (ITS & ES Test Center) 50.0 KSF 3.82 192 0.57 29 0.16 8 0.26 13 0.47 24 Phase 4 Subtotal 368 60 10 16 52 Phase 1 Subtotal (from Table 2) 1220 195 38 60 167 Office/Manufacturing Short Range (2018) Total 3268 536 88 136 465 Commercial Area 932 Sit-Down Restaurant 5.0 KSF 127.15 636 5.95 30 4.86 24 5.91 30 3.94 20 826 Retail 8.0 KSF 44.32 354 0.76 6 0.60 5 1.19 10 1.52 12 710 General Office 15.0 KSF 11.03 166 1.37 20 0.19 3 0.25 4 1.24 18 710 General Office 15.0 KSF 11.03 166 1.37 20 0.19 3 0.25 4 1.24 18 912 Bank 5.4 KSF 148.15 800 6.89 37 5.19 28 12.15 66 12.15 66 932 Sit-Down Restaurant 7.0 KSF 127.15 890 5.95 42 4.86 34 5.91 41 3.94 28 Commercial Area Total 3012 155 97 155 162 Short Range (2018) Total 6280 691 185 291 627 DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 13 TON NORTHERN RAILROAD Lincoln Lemay Mulberry Vine Riverside Willow Jefferson 20% 20% 20% 25% 5% 5% NOM NOM 5% SCALE: 1"=1000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 14 SHORT RANGE (2015) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 15 30/71 357/791 18/60 38/29 626/609 45/68 17/46 85/161 50/75 96/151 119/116 52/50 Vine 79/62 515/614 142/134 17/86 154/202 94/176 101/190 98/216 103/247 53/81 278/659 34/59 Lincoln East Access 6/18 357/651 154/352 71/215 435/623 155/242 81/237 779/1048 10/8 139/201 1011/1061 248/395 Magnolia Mulberry Lemay 555/698 107/173 494/749 65/261 33/125 106/382 4/31 3/20 20/3 234/399 29/4 196/361 SHORT RANGE (2018) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 16 31/75 379/838 19/64 41/30 664/646 47/72 18/48 90/171 52/79 101/160 126/123 55/53 Vine 85/67 557/655 154/145 18/93 167/219 96/191 110/206 106/234 112/268 57/87 301/713 37/64 Lincoln 7/20 379/690 163/373 75/228 461/661 164/256 86/251 827/1112 10/8 147/213 1073/1126 263/419 Magnolia Mulberry Lemay 589/741 113/184 523/795 68/276 36/133 113/405 AM/PM East Access West Access 4/31 3/20 20/3 248/423 the Fort Collins traffic model. The short range futures 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 discussions. Peak hour traffic on the north legs of the Lincoln Avenue accesses were estimated based upon industrial land uses, since this area is shown as an Industrial District on the Fort Collins Structure Plan. 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 9 and 10 show the Phase 1 (2015) and short range (2018) site generated peak hour traffic assignment, respectively. Figures 11 and 12 show the respective short range (2015) and short range (2018) 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 Mulberry/Lemay, Lemay/Magnolia, Lemay/Lincoln, and Lemay/Vine intersections are currently signalized. None of the current or future stop sign controlled intersection are expected to have traffic signals in the future. Operation Analysis Operation analyses were performed at the Mulberry/Lemay, Lemay/Magnolia, Lemay/Lincoln, Lemay/Vine, Lemay/RT Access, Lemay/¾ Access, Lincoln/East Access, and Lincoln/West Access intersections. The operations analyses were conducted for the short range futures, reflecting year 2015 and 2018 conditions. The first page of each appendix (containing the calculation forms for the operational analyses) lists the adjustments made to the signal timings at each intersection that differ from the City of Fort Collins analyses. At the Mulberry/Lemay intersection, there will be geometric improvements that are reflected in all subsequent analyses. These are: dual eastbound left-turn lanes and three westbound through lanes. Using the traffic volumes shown in Figure 7, the key intersections operate in the short range (2015) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix D. The key intersections will operate acceptably during the peak hours. Using the traffic volumes shown in Figure 8, the key intersections operate in the short range (2018) background traffic future as indicated in Table 5. Calculation forms for DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 17 AM/PM PHASE 1 (2015) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 18 1/3 2/7 1/7 8/3 3/1 8/2 Vine 49/15 8/34 9/42 8/33 39/12 39/12 51/16 76/23 NOM 20/87 3/12 NOM 5/22 NOM 20/87 37/11 76/23 3/12 19/6 2/9 1/4 8/2 10/3 2/8 1/4 Lincoln Magnolia Mulberry 3/4 Access Lemay East Access NOM 8/2 31/10 7/33 3/13 SHORT RANGE (2018) SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 19 Vine Lincoln Magnolia Mulberry 3/4 Access AM/PM RT Access Lemay East Access West Access 174/73 38/126 45/158 38/126 138/58 139/58 185/115 266/74 35/32 69/264 37/89 NOM 28/90 NOM 5/13 8/26 5/23 30/14 12/5 26/10 49/242 55/54 45/9 210/57 93/106 25/8 43/21 6/30 5/14 35/31 76/57 13/4 22/11 12/32 5/17 451/189 20/22 77/332 44/78 48/48 66/21 40/53 51/12 8/46 SHORT RANGE (2015) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 20 31/74 359/798 19/67 38/29 634/612 45/68 17/46 85/161 53/76 96/151 119/116 60/52 Vine 51/16 570/772 65/261 NOM 575/785 107/173 3/12 NOM 5/22 33/125 NOM 106/382 20/87 662/871 37/11 76/23 515/910 79/62 534/620 142/134 19/95 155/206 102/178 101/190 98/216 103/247 63/84 280/667 35/63 7/33 NOM 3/13 4/31 NOM 3/20 29/4 204/363 31/10 20/3 234/399 NOM SHORT RANGE (2018) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 21 36/88 387/864 24/87 41/30 694/660 47/72 18/48 90/171 64/84 101/160 126/123 81/63 Vine 185/115 789/869 68/276 35/32 656/1004 113/184 37/66 NOM 28/90 36/133 NOM 113/405 49/242 755/978 45/9 210/57 637/1033 110/75 600/676 154/145 24/123 172/233 131/222 186/263 106/234 125/272 79/98 313/745 42/81 Lincoln Magnolia 7/20 553/763 163/373 114/355 506/819 201/381 224/308 827/1112 10/8 286/272 TABLE 4 Short Range (2015) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T C D EB RT A A EB APPROACH C D WB LT D E WB T B D WB RT A A WB APPROACH C D NB LT C C NB T D D NB RT A A NB APPROACH D D SB LT C D SB T B C SB RT A A SB APPROACH B C Mulberry/Lemay (signal) OVERALL C D WB LT D D WB RT D D WB APPROACH D D NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB APPROACH A A Lemay/Magnolia (signal) OVERALL A B Continued on next page DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 22 Continued from previous page TABLE 4 Short Range (2015) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T D D EB RT D D EB APPROACH D D WB LT C D WB T D D WB RT D E WB APPROACH D D NB LT A B NB T A B NB RT A A NB APPROACH A B SB LT A B SB T/RT B A SB APPROACH B A Lemay/Lincoln (signal) OVERALL C C Lincoln/East Access SB LT/RT B B (stop sign) EB LT A A EB LT C E EB T/RT C D EB APPROACH C E WB LT C E WB T/RT C E WB APPROACH C E NB LT/T/RT A D SB LT/T/RT B C Lemay/Vine (signal) OVERALL B D DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 23 TABLE 5 Short Range (2018) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T C D EB RT A A EB APPROACH C D WB LT D E WB T B D WB RT A A WB APPROACH C D NB LT C C NB T D E NB RT A A NB APPROACH D E SB LT C D SB T B C SB RT A A SB APPROACH B C Mulberry/Lemay (signal) OVERALL C D WB LT D D WB RT D D WB APPROACH D D NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB APPROACH A A Lemay/Magnolia (signal) OVERALL A B Continued on next page DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 24 Continued from previous page TABLE 5 Short Range (2018) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T D D EB RT D D EB APPROACH D D WB LT C D WB T D D WB RT D E WB APPROACH D D NB LT B B NB T B B NB RT A A NB APPROACH B B SB LT A B SB T/RT B A SB APPROACH B A Lemay/Lincoln (signal) OVERALL C C Lincoln/East Access SB LT/RT B B (stop sign) EB LT A A Lincoln/West Access SB LT/RT B B (stop sign) EB LT A A EB LT D F EB T/RT C E EB APPROACH C E WB LT C E WB T/RT D E WB APPROACH C E NB LT/T/RT A F SB LT/T/RT B D Lemay/Vine (signal) OVERALL B E DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 25 these analyses are provided in Appendix E. The Lemay/Vine intersection will not achieve level of service E or better for all movements during the afternoon peak hour. The other key intersections will operate acceptably. Using the traffic volumes shown in Figure 11, the key intersections operate in the short range (2015) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix F. The key intersections will operate acceptably. Using the traffic volumes shown in Figure 12, the key intersections operate in the short range (2018) total traffic future as indicated in Table 7. Calculation forms for these analyses are provided in Appendix G. As with the short range (2018) background traffic, the Lemay/Vine intersection will not achieve level of service E or better for all movements or overall during the afternoon peak hour. In addition to this, the Mulberry/Lemay intersection will not achieve level of service E or better for all movements during the afternoon peak hour with the expected geometric improvements mentioned earlier. Therefore, dual southbound left-turn lanes were added in order to achieve acceptable operation. The operation shown in Table 7 for the Mulberry/Lemay intersection also reflects the dual southbound left-turn lanes. The other key intersections will operate acceptably. Geometry Figure 13 shows a schematic of the short range (2015) geometry. By the year 2015, there will be dual eastbound left-turn lanes and three westbound through lanes at the Mulberry/Lemay intersection. The various right-turn deceleration lanes at the accesses are not required based upon the traffic volumes. However, these right-turn deceleration lanes will be constructed with Phase 1 of the Link-N-Greens PDP, because they were shown to be required in the “Link-N-Greens ODP TIS.” Figure 14 shows a schematic of the short range (2018) geometry. The Lincoln Avenue cross section is in accordance with the Fort Collins Master Street Plan for a two- lane arterial. In order to achieve acceptable operation in the afternoon peak hour at the Mulberry/Lemay intersection, dual southbound left-turn lanes will need to be constructed. Long Range (2035) Future Table 8 shows the trip generation from the “Link-N-Greens ODP Transportation Impact Study,” August 2012. The trip generation from the ODP resulted in 8220 daily trip ends, 996 morning peak hour trip ends, and 1222 afternoon peak hour trip ends. Table 9 shows the full development trip generation for the Link-N-Greens property with this proposal. The trip generation for the Link-N-Greens property resulted in 7400 daily trip ends, 1088 morning peak hour trip ends, and 1122 afternoon peak hour trip ends. DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 26 TABLE 6 Short Range (2015) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T C D EB RT A A EB APPROACH C D WB LT D E WB T B D WB RT A A WB APPROACH C D NB LT C C NB T D E NB RT A A NB APPROACH D E SB LT C D SB T B B SB RT A A SB APPROACH B C Mulberry/Lemay (signal) OVERALL C D EB LT D E EB T/RT D D EB APPROACH D D WB LT D E WB T/RT D D WB APPROACH D E NB LT A A NB T A B NB RT A A NB APPROACH A B SB LT A A SB T A B SB RT A A SB APPROACH A B Lemay/Magnolia (signal) OVERALL B C Lemay/¾ Access EB RT B B (stop sign) NB LT A B Continued on next page DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 27 Continued from previous page TABLE 6 Short Range (2015) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T D D EB RT D D EB APPROACH D D WB LT C D WB T D D WB RT D E WB APPROACH D D NB LT B B NB T C B NB RT A A NB APPROACH B B SB LT A B SB T/RT B A SB APPROACH B A Lemay/Lincoln (signal) OVERALL C C NB LT/T/RT B C SB LT/T/RT B C EB LT A A Lincoln/East Access (stop sign) WB LT A A EB LT C E EB T/RT C D EB APPROACH C E WB LT C E WB T/RT C E WB APPROACH C E NB LT/T/RT Lemay/Vine (signal) A E SB LT/T/RT B C OVERALL B D DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 28 TABLE 7 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT E [D] D [D] EB T C [C] E [E] EB RT A [A] A [A] EB APPROACH C [C] E [D] WB LT D [D] E [E] WB T C [C] D [D] WB RT A [A] A [A] WB APPROACH C [C] D [D] NB LT C [D] C [E] NB T D [D] F [E] NB RT A [A] A [A] NB APPROACH D [D] E [E] SB LT C [D] F [D] SB T B [B] B [B] SB RT A [A] A [A] SB APPROACH C [C] E [C] Mulberry/Lemay (signal) [with dual SB LT-lanes] OVERALL C [C] E [D] Lemay/RT Access (RT-in/RT-out) EB RT B C EB LT D E EB T/RT D D EB APPROACH D E WB LT D E WB T/RT D D WB APPROACH D E NB LT A B NB T A B NB RT A B NB APPROACH A B SB LT A B SB T A C SB RT A B SB APPROACH A C Lemay/Magnolia (signal) OVERALL B C Lemay/¾ Access EB RT B C (stop sign) NB LT B B Continued on next page DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 29 Continued from previous page TABLE 7 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT D D EB T D D EB RT D E EB APPROACH D D WB LT C D WB T D D WB RT D E WB APPROACH D D NB LT C B NB T C B NB RT A A NB APPROACH C B SB LT A B SB T/RT C A SB APPROACH C A Lemay/Lincoln (signal) OVERALL C C NB LT/T/RT C D SB LT/T/RT B C EB LT A A Lincoln/East Access (stop sign) WB LT A A NB LT/T/RT C D SB LT/T/RT B C EB LT A A Lincoln/West Access (stop sign) WB LT A A EB LT D F EB T/RT C E EB APPROACH C E WB LT D E WB T/RT D E WB APPROACH D E NB LT/T/RT A F Lemay/Vine (signal) SB LT/T/RT B D OVERALL B F DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 30 SHORT RANGE (2015) GEOMETRY Figure 13 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 31 Vine Lincoln Magnolia Mulberry 3/4 Access Lemay East Access - Denotes Lane - Two-way Continuous Left-Lane While not required based upon the 2015 traffic volume, these lanes will be constructed with Phase 1 of the Link-N-Greens PDP SHORT RANGE (2018) GEOMETRY Figure 14 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 32 - Denotes Lane - Two-way Continuous Left-Lane East Access Vine Lincoln Magnolia Mulberry RT Access 3/4 Access Lemay West Access TABLE 8 Trip Generation from Link-N-Greens ODP (August 2012) Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Phase 1 140 Manufacturing 214.0 KSF 3.82 820 0.57 122 0.16 34 0.26 56 0.47 100 Retail/Commercial 820 Retail 54.5 KSF 42.92 2340 0.61 34 0.39 21 1.83 148 1.90 155 311 All-Suites Hotel 150 Rooms 4.90 740 0.21 31 0.17 26 0.18 27 0.22 33 932 Sit-Down Restaurant 7.0 KSF 127.15 890 5.99 42 5.53 39 6.58 46 4.57 32 Retail/Commercial Subtotal 3970 107 86 221 220 Phase 1 Total 4790 229 120 277 320 Phase 2 140 Manufacturing 388.0 KSF 3.82 1480 0.57 220 0.16 63 0.26 102 0.47 181 714 Corporate Office 244.0 KSF 7.98 1950 1.39 339 0.10 25 0.14 34 1.26 308 Phase 2 Total 3430 559 88 136 489 Link-N-Greens ODP Total 8220 788 208 413 809 TABLE 9 Link-N-Greens Property Full Development Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out ITS and A&T 714 Office 60.6 KSF 7.98 484 1.41 85 0.11 7 0.14 8 1.27 77 140 Manufacturing 205.4 KSF 3.82 784 0.57 117 0.16 33 0.26 53 0.47 97 ES A&T 714 Office 73.0 KSF 7.98 582 1.41 103 0.11 8 0.14 10 1.27 93 140 Manufacturing 193.0 KSF 3.82 738 0.57 110 0.16 31 0.26 50 0.47 91 ITS and ES Test 714 Office 22.0 KSF 7.98 176 1.41 31 0.11 2 0.14 3 1.27 28 140 Manufacturing 80.0 KSF 3.82 306 0.57 46 0.16 13 0.26 21 0.47 38 Other 714 Headquarters Office 100.0 KSF 7.98 798 1.41 141 0.11 11 0.14 14 1.27 127 140 Misc (Cafeteria/ Production Support) 36.0 KSF 3.82 138 0.57 21 0.16 4 0.26 5 0.47 17 140 Undefined Expansion 100.0 KSF 3.82 382 0.57 57 0.16 16 0.26 26 0.47 47 Office/Manufacturing Subtotal 4388 711 125 190 615 Commercial Area Subtotal (from Table 3) 3012 155 97 155 162 Link-N-Greens Full Development Total 7400 866 222 345 777 DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 33 Based upon a comparison of Tables 8 and 9, the current proposal for full development of the Link-N-Greens property will generate less daily, more morning peak hour, and less afternoon peak hour trip ends than that calculated in the “Link-N-Greens ODP Transportation Impact Study.” Since the forecasted traffic is lower in the afternoon peak hour and during the morning peak hour the key intersections are not problematic, a long range (2035) analysis is not included in this “Link-N-Greens PDP Transportation Impact Study.” Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of Link-N-Greens PDP development. There will be four pedestrian destinations within 1320 feet of Link- N-Greens PDP development. These are: 1) the Poudre Trail, 2) the residential area to the northwest of the site, 3) the residential area to the east of the site, and 4) the commercial area to the east of the site. This site is in an area type termed “Pedestrian District.” Acceptable pedestrian level of service will be achieved for all pedestrian destinations in the short range (2018) future. The Pedestrian LOS Worksheet is provided in Appendix H. The minimum level of service for “Pedestrian District” is A, except for Street Crossing which is B. Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of Link-N-Greens PDP development. There are two bicycle destinations within 1320 feet of Link-N- Greens PDP development. This is: 1) the commercial area to the east of the site and 2) the Poudre Trail. The Bicycle LOS Worksheet is provided in Appendix H. The minimum level of service for this site is C. This site is connected to Lemay Avenue, Magnolia Street, and the Poudre Trail. Therefore, it is concluded that level of service C can be achieved. Transit Level of Service This area of Fort Collins is currently served by Transfort Routes 5 and 14. It is expected that these types of land uses may precipitate an increase in transit service. DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 34 IV. CONCLUSIONS This study assessed the impacts of the Link-N-Greens PDP site on the street system in the vicinity of the proposed development in the short range (2015) and short range (2018) future. As a result of this analysis, the following is concluded: - The development of Link-N-Greens PDP is feasible from a traffic engineering standpoint. The trip generation for Phase 1 of the Link-N-Greens PDP development resulted in 1220 daily trip ends, 233 morning peak hour trip ends, and 227 afternoon peak hour trip ends. The trip generation for Phases 1-4 and the commercial/retail area resulted in 6280 daily trip ends, 876 morning peak hour trip ends, and 918 afternoon peak hour trip ends. - The key intersections operate acceptably with the existing traffic and geometry. - The Mulberry/Lemay, Lemay/Magnolia, Lemay/Lincoln, and Lemay/Vine intersections are currently signalized. The other stop sign controlled intersections will not have traffic signals in the future. - In the short range (2015) future, given development of the Link-N-Greens PDP site and an increase in background traffic, the key intersections will operate acceptably. - In the short range (2018) future, given development of the Link-N-Greens PDP site and an increase in background traffic, the key intersections will operate acceptably, except for the Mulberry/Lemay and Lemay/Vine intersections during the afternoon peak hour. At the Mulberry/Lemay intersection, dual southbound left-turn lanes will achieve acceptable operation. - The short range (2015) geometry is shown in Figure 13 and the short range (2018) geometry is shown in Figure 14. - 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. DELICH Link-N-Greens PDP TIS, January 2013 ASSOCIATES Page 35 APPENDIX A APPENDIX B MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5-31-2011 Observer: City of Fort Collins Day: Jurisdiction: Fort Collins R = right turn Intersection: Mulberry/Lemay S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Mulberry Westbound: Mulberry 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 1 89 41 131 41 98 16 155 286 18 184 0 202 51 228 32 311 513 799 7:45 2 89 42 133 35 118 10 163 296 16 159 2 177 75 282 40 397 574 870 8:00 0 76 39 115 38 97 17 152 267 21 217 5 243 46 204 29 279 522 789 8:15 3 76 20 99 32 97 24 153 252 20 160 2 182 57 220 27 304 486 738 7:30-8:30 6 330 142 478 146 410 67 623 1101 75 720 9 804 229 934 128 1291 2095 3196 PHF 0.9 0.96 0.83 0.81 4:30 4 137 85 226 55 142 60 257 483 55 228 2 285 81 255 50 386 671 1154 4:45 5 150 72 227 67 153 55 275 502 60 239 0 299 86 227 54 367 666 1168 5:00 6 157 78 241 67 179 47 293 534 53 245 2 300 105 251 36 392 692 1226 5:15 2 157 90 249 60 167 60 287 536 51 256 3 310 93 247 46 386 696 1232 4:30-5:30 17 601 325 943 249 641 222 1112 2055 219 968 7 1194 365 980 186 1531 2725 4780 PHF 0.95 0.95 0.96 0.98 MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7-26-2011 Observer: City of Fort Collins Day: Wednesday Jurisdiction: City of Fort Collins R = right turn Intersection: Lemay / Magnolia S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Westbound: Magnolia Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 109 6 115 15 116 131 246 0 21 5 26 26 272 7:45 143 15 158 25 152 177 335 0 18 7 25 25 360 8:00 117 19 136 28 104 132 268 0 25 8 33 33 301 8:15 87 20 107 31 131 162 269 0 32 10 42 42 311 7:30-8:30 0 456 60 516 99 503 0 602 1118 0 0 0 0 96 0 30 126 126 1244 PHF 0.82 0.85 n/a 0.75 4:30 157 62 219 44 122 166 385 0 88 26 114 114 499 4:45 168 61 229 39 136 175 404 0 68 25 93 93 497 5:00 169 60 229 44 157 201 430 0 98 16 114 114 544 5:15 198 58 256 33 157 190 446 0 64 36 100 100 546 4:30-5:30 0 692 241 933 160 572 0 732 1665 0 0 0 0 318 0 103 421 421 2086 PHF 0.91 0.91 n/a 0.92 MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8-4-2010 Observer: City of Fort Collins Day: Wednesday Jurisdiction: City of Fort Collins R = right turn Intersection: Lemay / Lincoln S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Lincoln Westbound: Lincoln 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 27 53 6 86 37 108 21 166 252 1 26 20 47 8 24 19 51 98 350 7:45 25 63 4 92 38 123 23 184 276 2 37 13 52 18 32 27 77 129 405 8:00 17 56 13 86 25 92 17 134 220 4 28 19 51 8 21 24 53 104 324 8:15 22 76 8 106 27 135 9 171 277 8 47 27 82 13 16 18 47 129 406 7:30-8:30 91 248 31 370 127 458 70 655 1025 15 138 79 232 47 93 88 228 460 1485 PHF 0.87 0.89 0.71 0.74 4:30 29 127 10 166 18 124 9 151 317 12 43 33 88 23 55 42 120 208 525 4:45 36 146 10 192 25 126 13 164 356 9 38 36 83 13 39 39 91 174 530 5:00 36 131 9 176 31 135 15 181 357 24 49 33 106 23 58 52 133 239 596 5:15 58 145 21 224 38 119 15 172 396 27 39 45 111 9 55 48 112 223 619 4:30-5:30 159 549 50 758 112 504 52 668 1426 72 169 147 388 68 207 181 456 844 2270 PHF 0.85 0.92 0.87 0.86 MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8-9-12 Observer: City of Fort Collins Day: Jurisdiction: Fort Collins R = right turn Intersection: Lemay / Vine S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Vine Westbound: Vine Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 4 76 4 84 12 142 8 162 246 3 25 14 42 20 33 23 76 118 364 7:45 8 105 3 116 11 204 9 224 340 5 26 7 38 13 27 24 64 102 442 8:00 8 88 6 102 9 142 7 158 260 4 12 10 26 10 23 19 52 78 338 8:15 8 68 4 80 10 102 12 124 204 4 17 16 37 6 29 24 59 96 300 7:30-8:30 28 337 17 382 42 590 36 668 1050 16 80 47 143 49 112 90 251 394 1444 PHF 0.82 0.75 0.85 0.83 4:30 14 145 12 171 16 131 7 154 325 15 43 13 71 16 32 48 96 167 492 4:45 22 198 17 237 15 160 8 183 420 8 31 18 57 10 23 33 66 123 543 5:00 16 198 17 231 21 156 8 185 416 11 42 17 70 7 29 30 66 136 552 5:15 15 204 11 230 12 127 4 143 373 9 36 23 68 14 25 31 70 138 511 4:30-5:30 67 745 57 869 64 574 27 665 1534 43 152 71 266 47 109 142 298 564 2098 PHF 0.92 0.9 0.94 0.78 APPENDIX C HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) Recent AM Link-N-Greens PDP 1/9/2013 Synchro 8 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) 75 720 9 229 934 128 6 330 142 143 402 66 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 1 2 1 2 2 1 1 2 1 1 2 1 Cap, veh/h 122 1501 726 365 1590 769 256 581 270 315 848 380 Arrive On Green 0.07 0.44 0.00 0.11 0.47 0.00 0.02 0.16 0.00 0.19 0.48 0.00 Sat Flow, veh/h 1774 3406 1647 3442 3406 1647 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 82 783 0 249 1015 0 7 359 0 155 437 0 Grp Sat Flow(s),veh/h/ln 1774 1703 1647 1721 1703 1647 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 4.2 15.4 0.0 6.4 20.8 0.0 0.3 8.7 0.0 5.6 7.9 0.0 Cycle Q Clear(g_c), s 4.2 15.4 0.0 6.4 20.8 0.0 0.3 8.7 0.0 5.6 7.9 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 122 1501 726 365 1590 769 256 581 270 315 848 380 V/C Ratio(X) 0.67 0.52 0.00 0.68 0.64 0.00 0.03 0.62 0.00 0.49 0.52 0.00 Avail Cap(c_a), veh/h 212 1501 726 523 1590 769 378 1057 492 380 1211 542 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.98 0.98 0.00 Uniform Delay (d), s/veh 41.8 18.7 0.0 39.7 18.6 0.0 30.9 35.8 0.0 20.6 20.3 0.0 Incr Delay (d2), s/veh 6.2 1.3 0.0 2.3 2.0 0.0 0.0 1.1 0.0 1.2 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 2.0 6.3 0.0 2.8 8.6 0.0 0.1 3.8 0.0 2.2 2.8 0.0 Lane Grp Delay (d), s/veh 48.0 20.0 0.0 41.9 20.6 0.0 31.0 36.9 0.0 21.7 20.7 0.0 Lane Grp LOS D B D C C D C C Approach Vol, veh/h 865 1264 366 592 Approach Delay, s/veh 22.6 24.8 36.8 21.0 Approach LOS C C D C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 11.9 46.1 13.8 48.0 4.7 20.6 11.6 27.6 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 10.0 37.5 13.0 42.0 7.0 26.5 11.0 30.5 Max Q Clear Time (g_c+I1), s 6.2 17.4 8.4 22.8 2.3 10.7 7.6 9.9 Green Ext Time (p_c), s 0.1 3.2 0.4 4.0 0.0 2.8 0.1 3.0 Intersection Summary HCM 2010 Ctrl Delay 24.9 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) Recent AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 37 18 44 15 33 14 48 Maximum Split (%) 10.0% 33.6% 16.4% 40.0% 13.6% 30.0% 12.7% 43.6% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 1 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 16 19 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 79 90 17 35 79 94 65 17 End Time (s) 90 17 35 79 94 17 79 65 Yield/Force Off (s) 86 10.5 30 72.5 90 10.5 75 59 Yield/Force Off 170(s) 86 103.5 30 56.5 90 101.5 75 44 Local Start Time (s) 0 11 48 66 0 15 96 48 Local Yield (s) 7 41.5 61 103.5 11 41.5 106 90 Local Yield 170(s) 7 24.5 61 87.5 11 22.5 106 75 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 79 (72%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) Recent PM Link-N-Greens PDP 1/9/2013 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) 219 968 7 365 980 186 17 601 325 223 576 199 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 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 182.7 179.2 190.0 182.7 179.2 190.0 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 1 2 1 2 2 1 1 2 1 1 2 1 Cap, veh/h 296 1268 601 465 1127 535 275 758 352 306 1078 482 Arrive On Green 0.17 0.37 0.00 0.14 0.33 0.00 0.02 0.21 0.00 0.23 0.61 0.00 Sat Flow, veh/h 1740 3406 1615 3375 3406 1615 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 226 998 0 376 1010 0 18 620 0 230 594 0 Grp Sat Flow(s),veh/h/ln 1740 1703 1615 1688 1703 1615 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 13.9 29.1 0.0 12.1 31.5 0.0 0.9 18.7 0.0 9.6 11.0 0.0 Cycle Q Clear(g_c), s 13.9 29.1 0.0 12.1 31.5 0.0 0.9 18.7 0.0 9.6 11.0 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 296 1268 601 465 1127 535 275 758 352 306 1078 482 V/C Ratio(X) 0.76 0.79 0.00 0.81 0.90 0.00 0.07 0.82 0.00 0.75 0.55 0.00 Avail Cap(c_a), veh/h 358 1268 601 513 1127 535 359 839 390 372 1124 503 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.92 0.92 0.00 Uniform Delay (d), s/veh 44.2 31.1 0.0 46.8 35.6 0.0 32.8 41.9 0.0 22.4 17.3 0.0 Incr Delay (d2), s/veh 7.7 5.0 0.0 8.7 11.1 0.0 0.1 5.9 0.0 6.3 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 6.7 12.9 0.0 5.7 14.8 0.0 0.4 8.8 0.0 6.0 3.6 0.0 Lane Grp Delay (d), s/veh 52.0 36.1 0.0 55.5 46.7 0.0 32.9 47.8 0.0 28.6 17.8 0.0 Lane Grp LOS D D E D C D C B Approach Vol, veh/h 1224 1386 638 824 Approach Delay, s/veh 39.1 49.1 47.3 20.8 Approach LOS D D D C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 24.5 47.1 19.4 42.0 5.7 29.4 15.8 39.6 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 22.0 40.5 16.0 36.0 7.0 25.5 16.0 34.5 Max Q Clear Time (g_c+I1), s 15.9 31.1 14.1 33.5 2.9 20.7 11.6 13.0 Green Ext Time (p_c), s 2.2 3.6 0.3 1.1 0.0 2.3 0.3 4.9 Intersection Summary HCM 2010 Ctrl Delay 40.1 HCM 2010 LOS D Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) Recent PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 41 21 47 20 32 26 42 Maximum Split (%) 9.2% 34.2% 17.5% 39.2% 16.7% 26.7% 21.7% 35.0% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 1 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 Flash Dont Walk (s) 17 16 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 46 87 108 35 55 9 87 End Time (s) 46 87 108 35 55 87 35 9 Yield/Force Off (s) 42 80.5 103 28.5 51 80.5 31 3 Yield/Force Off 170(s) 42 63.5 103 12.5 51 80.5 31 108 Local Start Time (s) 0 11 52 73 0 20 94 52 Local Yield (s) 7 45.5 68 113.5 16 45.5 116 88 Local Yield 170(s) 7 28.5 68 97.5 16 45.5 116 73 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 35 (29%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia Recent AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent am.syn Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 98 31 456 60 99 513 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 193.7 186.3 186.3 Lanes 2 1 2 1 1 2 Cap, veh/h 283 130 2610 1212 727 2898 Arrive On Green 0.08 0.08 0.74 0.74 0.07 1.00 Sat Flow, veh/h 3442 1583 3632 1643 1774 3632 Grp Volume(v), veh/h 114 36 530 70 115 597 Grp Sat Flow(s),veh/h/ln 1721 1583 1770 1643 1774 1770 Q Serve(g_s), s 3.0 2.0 4.4 1.1 1.3 0.0 Cycle Q Clear(g_c), s 3.0 2.0 4.4 1.1 1.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 283 130 2610 1212 727 2898 V/C Ratio(X) 0.40 0.28 0.20 0.06 0.16 0.21 Avail Cap(c_a), veh/h 790 363 2610 1212 805 2898 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.87 0.87 0.83 0.83 Uniform Delay (d), s/veh 41.8 41.3 3.9 3.5 2.1 0.0 Incr Delay (d2), s/veh 0.9 1.1 0.2 0.1 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.4 0.9 1.5 0.4 0.3 0.1 Lane Grp Delay (d), s/veh 42.7 42.5 4.0 3.5 2.2 0.1 Lane Grp LOS D D A A A A Approach Vol, veh/h 150 600 712 Approach Delay, s/veh 42.6 4.0 0.5 Approach LOS D A A Timer Assigned Phs 6 5 2 Phs Duration (G+Y+Rc), s 75.2 7.8 83.0 Change Period (Y+Rc), s 5.5 4.0 5.5 Max Green Setting (Gmax), s 65.5 8.0 77.5 Max Q Clear Time (g_c+I1), s 6.4 3.3 2.0 Green Ext Time (p_c), s 5.3 0.1 5.3 Intersection Summary HCM 2010 Ctrl Delay 6.2 HCM 2010 LOS A Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia Recent AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent am.syn Phase Number 2 5 6 8 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 83 12 71 27 Maximum Split (%) 75.5% 10.9% 64.5% 24.5% Minimum Split (s) 12.5 11 24.5 13 Yellow Time (s) 4 3 4 3 All-Red Time (s) 1.5 1 1.5 3 Minimum Initial (s) 7 4 7 7 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 Flash Dont Walk (s) 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 64 64 76 37 End Time (s) 37 76 37 64 Yield/Force Off (s) 31.5 72 31.5 58 Yield/Force Off 170(s) 31.5 72 19.5 58 Local Start Time (s) 27 27 39 0 Local Yield (s) 104.5 35 104.5 21 Local Yield 170(s) 104.5 35 92.5 21 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 37 (34%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia Recent PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent pm.syn Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 353 116 692 241 160 645 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 193.7 186.3 186.3 Lanes 2 1 2 1 1 2 Cap, veh/h 493 227 2450 1139 510 2729 Arrive On Green 0.14 0.14 0.69 0.69 0.02 0.25 Sat Flow, veh/h 3442 1583 3632 1645 1774 3632 Grp Volume(v), veh/h 368 121 721 251 167 672 Grp Sat Flow(s),veh/h/ln 1721 1583 1770 1645 1774 1770 Q Serve(g_s), s 11.4 7.9 8.7 6.1 2.7 16.7 Cycle Q Clear(g_c), s 11.4 7.9 8.7 6.1 2.7 16.7 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 493 227 2450 1139 510 2729 V/C Ratio(X) 0.75 0.53 0.29 0.22 0.33 0.25 Avail Cap(c_a), veh/h 776 357 2450 1139 546 2729 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.65 0.65 0.78 0.78 Uniform Delay (d), s/veh 45.6 44.1 6.6 6.2 4.3 15.7 Incr Delay (d2), s/veh 2.3 1.9 0.2 0.3 0.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 5.2 3.3 3.3 2.2 1.0 8.2 Lane Grp Delay (d), s/veh 47.8 46.0 6.8 6.5 4.6 15.9 Lane Grp LOS D D A A A B Approach Vol, veh/h 489 972 839 Approach Delay, s/veh 47.4 6.7 13.6 Approach LOS D A B Timer Assigned Phs 6 5 2 Phs Duration (G+Y+Rc), s 81.3 8.7 90.0 Change Period (Y+Rc), s 5.5 4.0 5.5 Max Green Setting (Gmax), s 73.5 7.0 84.5 Max Q Clear Time (g_c+I1), s 10.7 4.7 18.7 Green Ext Time (p_c), s 8.3 0.1 8.3 Intersection Summary HCM 2010 Ctrl Delay 17.9 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia Recent PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent pm.syn Phase Number 2 5 6 8 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 90 11 79 30 Maximum Split (%) 75.0% 9.2% 65.8% 25.0% Minimum Split (s) 12.5 11 24.5 13 Yellow Time (s) 4 3 4 3 All-Red Time (s) 1.5 1 1.5 3 Minimum Initial (s) 3.5 4 7 4 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 Flash Dont Walk (s) 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 23 23 34 113 End Time (s) 113 34 113 23 Yield/Force Off (s) 107.5 30 107.5 17 Yield/Force Off 170(s) 107.5 30 95.5 17 Local Start Time (s) 30 30 41 0 Local Yield (s) 114.5 37 114.5 24 Local Yield 170(s) 114.5 37 102.5 24 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 113 (94%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln Recent AM Link-N-Greens PDP 1/9/2013 Synchro 8 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) 16 143 82 49 96 91 94 257 32 132 476 73 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 232 239 196 207 278 227 495 1168 993 789 968 149 Arrive On Green 0.03 0.12 0.12 0.05 0.14 0.14 0.07 0.80 0.00 0.06 0.61 0.61 Sat Flow, veh/h 1845 1937 1591 1845 1937 1577 1845 1937 1647 1774 1577 242 Grp Volume(v), veh/h 19 168 96 58 113 107 111 302 0 155 0 646 Grp Sat Flow(s),veh/h/ln 1845 1937 1591 1845 1937 1577 1845 1937 1647 1774 0 1819 Q Serve(g_s), s 0.9 8.1 5.5 2.5 5.2 6.1 2.2 3.8 0.0 3.0 0.0 20.8 Cycle Q Clear(g_c), s 0.9 8.1 5.5 2.5 5.2 6.1 2.2 3.8 0.0 3.0 0.0 20.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13 Lane Grp Cap(c), veh/h 232 239 196 207 278 227 495 1168 993 789 0 1117 V/C Ratio(X) 0.08 0.70 0.49 0.28 0.41 0.47 0.22 0.26 0.00 0.20 0.00 0.58 Avail Cap(c_a), veh/h 334 337 277 271 347 282 570 1168 993 877 0 1117 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.00 0.82 0.00 0.82 Uniform Delay (d), s/veh 35.7 41.1 40.0 32.9 38.0 38.4 8.3 4.2 0.0 5.7 0.0 11.3 Incr Delay (d2), s/veh 0.1 3.8 1.9 0.7 1.0 1.5 0.2 0.5 0.0 0.1 0.0 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.4 4.3 2.3 1.2 2.6 2.5 0.8 1.5 0.0 1.1 0.0 9.2 Lane Grp Delay (d), s/veh 35.9 44.9 41.8 33.6 39.0 39.9 8.6 4.7 0.0 5.8 0.0 13.1 Lane Grp LOS D D D C D D A A A B Approach Vol, veh/h 283 278 413 801 Approach Delay, s/veh 43.2 38.2 5.8 11.7 Approach LOS D D A B Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 5.6 17.0 7.6 19.0 8.0 63.9 9.1 65.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 16.0 7.0 16.5 8.0 57.0 10.0 59.0 Max Q Clear Time (g_c+I1), s 2.9 10.1 4.5 8.1 4.2 5.8 5.0 22.8 Green Ext Time (p_c), s 0.0 0.9 0.0 1.1 0.1 3.8 0.2 3.7 Intersection Summary HCM 2010 Ctrl Delay 19.5 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln Recent AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 65 11 22 14 63 11 22 Maximum Split (%) 10.9% 59.1% 10.0% 20.0% 12.7% 57.3% 10.0% 20.0% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 17 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20 32 97 108 20 34 97 108 End Time (s) 32 97 108 20 34 97 108 20 Yield/Force Off (s) 28 91 104 14 30 91 104 14.5 Yield/Force Off 170(s) 28 74 104 14 30 74 104 14.5 Local Start Time (s) 33 45 0 11 33 47 0 11 Local Yield (s) 41 104 7 27 43 104 7 27.5 Local Yield 170(s) 41 87 7 27 43 87 7 27.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 97 (88%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln Recent PM Link-N-Greens PDP 1/9/2013 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) 80 187 163 75 229 200 176 609 55 124 559 58 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 0.99 1.00 1.00 1.00 0.97 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 237 363 304 260 358 290 622 1065 905 362 889 99 Arrive On Green 0.06 0.19 0.19 0.06 0.18 0.18 0.02 0.18 0.00 0.12 1.00 1.00 Sat Flow, veh/h 1845 1937 1620 1845 1937 1568 1845 1937 1647 1774 1641 183 Grp Volume(v), veh/h 94 217 192 88 257 230 207 648 0 146 0 668 Grp Sat Flow(s),veh/h/ln 1845 1937 1620 1845 1937 1568 1845 1937 1647 1774 0 1824 Q Serve(g_s), s 4.6 11.7 12.5 4.3 14.3 16.0 5.3 35.2 0.0 4.2 0.0 0.0 Cycle Q Clear(g_c), s 4.6 11.7 12.5 4.3 14.3 16.0 5.3 35.2 0.0 4.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10 Lane Grp Cap(c), veh/h 237 363 304 260 358 290 622 1065 905 362 0 989 V/C Ratio(X) 0.40 0.60 0.63 0.34 0.72 0.79 0.33 0.61 0.00 0.40 0.00 0.68 Avail Cap(c_a), veh/h 248 440 368 277 449 363 622 1065 905 375 0 989 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.00 0.74 0.00 0.74 Uniform Delay (d), s/veh 34.8 42.5 42.8 34.8 43.8 44.6 9.8 35.5 0.0 15.0 0.0 0.0 Incr Delay (d2), s/veh 1.1 1.6 2.5 0.8 4.1 9.3 0.3 2.5 0.0 0.5 0.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 2.2 5.8 5.3 2.0 7.4 7.0 2.4 19.2 0.0 1.6 0.0 0.8 Lane Grp Delay (d), s/veh 35.9 44.1 45.3 35.6 47.9 53.8 10.1 38.0 0.0 15.5 0.0 2.8 Lane Grp LOS D D D D D D B D B A Approach Vol, veh/h 503 575 855 814 Approach Delay, s/veh 43.0 48.4 31.2 5.0 Approach LOS D D C A Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 10.3 26.5 9.9 26.1 11.0 67.9 10.1 67.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 25.0 7.0 25.5 7.0 61.0 7.0 61.0 Max Q Clear Time (g_c+I1), s 6.6 14.5 6.3 18.0 7.3 37.2 6.2 2.0 Green Ext Time (p_c), s 0.0 2.5 0.0 2.1 0.0 5.4 0.0 5.8 Intersection Summary HCM 2010 Ctrl Delay 29.2 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln Recent PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 67 11 31 11 67 11 31 Maximum Split (%) 9.2% 55.8% 9.2% 25.8% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 50 61 92 103 50 61 End Time (s) 103 50 61 92 103 50 61 92 Yield/Force Off (s) 99 44 57 86 99 44 57 86.5 Yield/Force Off 170(s) 99 27 57 73 99 27 57 74.5 Local Start Time (s) 42 53 0 11 42 53 0 11 Local Yield (s) 49 114 7 36 49 114 7 36.5 Local Yield 170(s) 49 97 7 23 49 97 7 24.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 50 (42%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 Signalized Intersection Summary 127: Lemay & Vine Recent AM Link-N-Greens PDP 1/9/2013 Synchro 8 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) 16 80 47 49 112 90 28 337 17 42 590 36 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.97 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 190.3 186.3 186.3 190.6 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 230 247 158 307 225 180 101 1073 53 101 1088 64 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 1.00 1.00 1.00 0.65 0.65 0.65 Sat Flow, veh/h 1136 1075 687 1241 979 786 68 1662 81 70 1684 99 Grp Volume(v), veh/h 19 0 141 58 0 238 445 0 0 785 0 0 Grp Sat Flow(s),veh/h/ln 1136 0 1762 1241 0 1765 1811 0 0 1853 0 0 Q Serve(g_s), s 1.0 0.0 4.6 2.8 0.0 8.2 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 9.2 0.0 4.6 7.4 0.0 8.2 0.0 0.0 0.0 16.8 0.0 0.0 Prop In Lane 1.00 0.39 1.00 0.45 0.07 0.04 0.06 0.05 Lane Grp Cap(c), veh/h 230 0 404 307 0 405 1227 0 0 1253 0 0 V/C Ratio(X) 0.08 0.00 0.35 0.19 0.00 0.59 0.36 0.00 0.00 0.63 0.00 0.00 Avail Cap(c_a), veh/h 377 0 633 468 0 634 2056 0 0 2142 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 27.5 0.0 22.0 25.1 0.0 23.4 0.0 0.0 0.0 7.2 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 1.9 1.1 0.0 4.9 0.8 0.0 0.0 2.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.3 0.0 2.1 0.9 0.0 3.9 0.3 0.0 0.0 7.4 0.0 0.0 Lane Grp Delay (d), s/veh 28.1 0.0 23.9 26.2 0.0 28.3 0.8 0.0 0.0 9.6 0.0 0.0 Lane Grp LOS C C C C A A Approach Vol, veh/h 160 296 445 785 Approach Delay, s/veh 24.4 27.9 0.8 9.6 Approach LOS C C A A Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 20.1 20.1 48.1 48.1 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 23.5 23.5 76.0 76.5 Max Q Clear Time (g_c+I1), s 11.2 10.2 2.0 18.8 Green Ext Time (p_c), s 3.4 3.5 26.4 24.3 Intersection Summary HCM 2010 Ctrl Delay 11.9 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 127: Lemay & Vine Recent AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent am.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine HCM 2010 Signalized Intersection Summary 127: Lemay & Vine Recent PM Link-N-Greens PDP 1/9/2013 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) 43 152 71 47 109 142 67 745 57 64 574 27 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.97 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 189.9 186.3 186.3 191.4 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 167 291 138 192 166 241 111 1023 80 123 1011 48 Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.90 0.90 0.90 0.68 0.68 0.68 Sat Flow, veh/h 1093 1219 578 1114 697 1012 107 1508 118 124 1490 70 Grp Volume(v), veh/h 51 0 261 55 0 282 983 0 0 767 0 0 Grp Sat Flow(s),veh/h/ln 1093 0 1797 1114 0 1709 1733 0 0 1684 0 0 Q Serve(g_s), s 4.5 0.0 13.2 4.7 0.0 15.3 0.0 0.0 0.0 4.8 0.0 0.0 Cycle Q Clear(g_c), s 19.9 0.0 13.2 17.9 0.0 15.3 18.6 0.0 0.0 23.4 0.0 0.0 Prop In Lane 1.00 0.32 1.00 0.59 0.08 0.07 0.10 0.04 Lane Grp Cap(c), veh/h 167 0 428 192 0 407 1214 0 0 1181 0 0 V/C Ratio(X) 0.31 0.00 0.61 0.29 0.00 0.69 0.81 0.00 0.00 0.65 0.00 0.00 Avail Cap(c_a), veh/h 180 0 450 206 0 428 1498 0 0 1456 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.80 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 44.4 0.0 34.5 42.5 0.0 35.4 2.4 0.0 0.0 8.8 0.0 0.0 Incr Delay (d2), s/veh 3.7 0.0 5.2 2.9 0.0 8.0 4.8 0.0 0.0 2.8 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 Back of Q (50%), veh/ln 1.4 0.0 6.4 1.5 0.0 7.3 4.1 0.0 0.0 10.1 0.0 0.0 Lane Grp Delay (d), s/veh 48.1 0.0 39.8 45.4 0.0 43.4 7.2 0.0 0.0 11.6 0.0 0.0 Lane Grp LOS D D D D A B Approach Vol, veh/h 312 337 983 767 Approach Delay, s/veh 41.1 43.7 7.2 11.6 Approach LOS D D A B Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 28.8 28.8 73.0 73.0 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 24.5 24.5 85.0 85.5 Max Q Clear Time (g_c+I1), s 21.9 19.9 20.6 25.4 Green Ext Time (p_c), s 1.4 2.3 44.7 42.6 Intersection Summary HCM 2010 Ctrl Delay 18.2 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 127: Lemay & Vine Recent PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates recent pm.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 90 30 90 30 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 43 13 43 13 End Time (s) 13 43 13 43 Yield/Force Off (s) 8.5 37.5 8 37.5 Yield/Force Off 170(s) 118.5 27.5 118 27.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 115.5 24.5 115 24.5 Local Yield 170(s) 105.5 14.5 105 14.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine 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 (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Intersection type Commercial corridors Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) DE*DD Any Leg EEDE Any Movement EEDE Stop sign control (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 HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2015 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 81 779 10 248 1011 139 6 357 154 155 435 71 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 1 2 1 Cap, veh/h 185 1432 692 386 2290 771 260 614 286 323 898 402 Arrive On Green 0.05 0.42 0.00 0.11 0.47 0.00 0.02 0.17 0.00 0.20 0.51 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 88 847 0 270 1099 0 7 388 0 168 473 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 2.3 17.6 0.0 6.9 14.2 0.0 0.3 9.4 0.0 6.0 8.3 0.0 Cycle Q Clear(g_c), s 2.3 17.6 0.0 6.9 14.2 0.0 0.3 9.4 0.0 6.0 8.3 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 185 1432 692 386 2290 771 260 614 286 323 898 402 V/C Ratio(X) 0.48 0.59 0.00 0.70 0.48 0.00 0.03 0.63 0.00 0.52 0.53 0.00 Avail Cap(c_a), veh/h 375 1432 692 524 2290 771 383 1059 493 381 1213 543 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.98 0.98 0.00 Uniform Delay (d), s/veh 42.2 20.5 0.0 39.3 16.8 0.0 30.2 35.2 0.0 19.8 18.9 0.0 Incr Delay (d2), s/veh 1.9 1.8 0.0 2.6 0.7 0.0 0.0 1.1 0.0 1.3 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.0 7.3 0.0 3.1 5.3 0.0 0.1 4.1 0.0 2.3 2.9 0.0 Lane Grp Delay (d), s/veh 44.1 22.3 0.0 41.9 17.5 0.0 30.2 36.3 0.0 21.0 19.4 0.0 Lane Grp LOS D C D B C D C B Approach Vol, veh/h 935 1369 395 641 Approach Delay, s/veh 24.4 22.3 36.2 19.8 Approach LOS C C D B Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 10.4 44.1 14.3 48.0 4.7 21.4 12.0 28.8 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 9.0 37.5 13.0 42.0 7.0 26.5 11.0 30.5 Max Q Clear Time (g_c+I1), s 4.3 19.6 8.9 16.2 2.3 11.4 8.0 10.3 Green Ext Time (p_c), s 0.3 3.5 0.4 4.7 0.0 3.0 0.1 3.2 Intersection Summary HCM 2010 Ctrl Delay 24.1 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) 2015 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 37 18 44 15 33 14 48 Maximum Split (%) 10.0% 33.6% 16.4% 40.0% 13.6% 30.0% 12.7% 43.6% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 2 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 16 19 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 79 90 17 35 79 94 65 17 End Time (s) 90 17 35 79 94 17 79 65 Yield/Force Off (s) 86 10.5 30 72.5 90 10.5 74 59 Yield/Force Off 170(s) 86 103.5 30 56.5 90 101.5 74 44 Local Start Time (s) 0 11 48 66 0 15 96 48 Local Yield (s) 7 41.5 61 103.5 11 41.5 105 90 Local Yield 170(s) 7 24.5 61 87.5 11 22.5 105 75 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 79 (72%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2015 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 237 1048 8 395 1061 201 18 651 352 242 623 215 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 1 2 1 Cap, veh/h 596 1234 597 491 1581 532 243 774 360 302 1109 496 Arrive On Green 0.17 0.36 0.00 0.14 0.32 0.00 0.02 0.22 0.00 0.16 0.42 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 244 1080 0 407 1094 0 19 671 0 249 642 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 7.2 33.9 0.0 13.2 22.3 0.0 0.9 20.9 0.0 10.4 16.0 0.0 Cycle Q Clear(g_c), s 7.2 33.9 0.0 13.2 22.3 0.0 0.9 20.9 0.0 10.4 16.0 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 596 1234 597 491 1581 532 243 774 360 302 1109 496 V/C Ratio(X) 0.41 0.87 0.00 0.83 0.69 0.00 0.08 0.87 0.00 0.83 0.58 0.00 Avail Cap(c_a), veh/h 661 1234 597 511 1581 532 323 819 381 354 1109 496 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.91 0.91 0.00 Uniform Delay (d), s/veh 42.1 34.1 0.0 47.7 33.8 0.0 33.3 43.1 0.0 25.0 27.6 0.0 Incr Delay (d2), s/veh 0.5 8.8 0.0 10.7 2.5 0.0 0.1 9.4 0.0 12.0 0.7 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 Back of Q (50%), veh/ln 3.2 15.5 0.0 6.5 9.3 0.0 0.4 10.2 0.0 8.0 6.6 0.0 Lane Grp Delay (d), s/veh 42.6 42.9 0.0 58.4 36.3 0.0 33.4 52.5 0.0 37.0 28.3 0.0 Lane Grp LOS D D E D C D D C Approach Vol, veh/h 1324 1501 690 891 Approach Delay, s/veh 42.8 42.3 52.0 30.7 Approach LOS D D D C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 25.3 47.0 20.3 42.0 5.8 30.5 16.6 41.4 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 21.0 40.5 16.0 36.0 7.0 25.5 16.0 34.5 Max Q Clear Time (g_c+I1), s 9.2 35.9 15.2 24.3 2.9 22.9 12.4 18.0 Green Ext Time (p_c), s 4.4 2.4 0.2 3.7 0.0 1.1 0.3 5.0 Intersection Summary HCM 2010 Ctrl Delay 41.6 HCM 2010 LOS D Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) 2015 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 41 21 47 20 32 26 42 Maximum Split (%) 9.2% 34.2% 17.5% 39.2% 16.7% 26.7% 21.7% 35.0% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 2 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 Flash Dont Walk (s) 17 16 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 46 87 108 35 55 9 87 End Time (s) 46 87 108 35 55 87 35 9 Yield/Force Off (s) 42 80.5 103 28.5 51 80.5 30 3 Yield/Force Off 170(s) 42 63.5 103 12.5 51 80.5 30 108 Local Start Time (s) 0 11 52 73 0 20 94 52 Local Yield (s) 7 45.5 68 113.5 16 45.5 115 88 Local Yield 170(s) 7 28.5 68 97.5 16 45.5 115 73 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 35 (29%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia 2015 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd am.syn Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 106 33 494 65 107 555 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 193.7 186.3 186.3 Lanes 2 1 2 1 1 2 Cap, veh/h 286 132 2635 1223 707 2928 Arrive On Green 0.08 0.08 0.74 0.74 0.07 1.00 Sat Flow, veh/h 3442 1583 3632 1643 1774 3632 Grp Volume(v), veh/h 123 38 574 76 124 645 Grp Sat Flow(s),veh/h/ln 1721 1583 1770 1643 1774 1770 Q Serve(g_s), s 3.2 2.1 4.7 1.2 1.3 0.0 Cycle Q Clear(g_c), s 3.2 2.1 4.7 1.2 1.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 286 132 2635 1223 707 2928 V/C Ratio(X) 0.43 0.29 0.22 0.06 0.18 0.22 Avail Cap(c_a), veh/h 834 384 2635 1223 785 2928 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.88 0.88 1.00 1.00 Uniform Delay (d), s/veh 41.4 40.9 3.7 3.2 2.0 0.0 Incr Delay (d2), s/veh 1.0 1.2 0.2 0.1 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.4 0.9 1.6 0.4 0.3 0.1 Lane Grp Delay (d), s/veh 42.4 42.1 3.9 3.3 2.1 0.2 Lane Grp LOS D D A A A A Approach Vol, veh/h 161 650 769 Approach Delay, s/veh 42.3 3.8 0.5 Approach LOS D A A Timer Assigned Phs 6 5 2 Phs Duration (G+Y+Rc), s 75.2 7.8 83.0 Change Period (Y+Rc), s 5.5 4.0 5.5 Max Green Setting (Gmax), s 65.5 8.0 77.5 Max Q Clear Time (g_c+I1), s 6.7 3.3 2.0 Green Ext Time (p_c), s 5.9 0.1 5.9 Intersection Summary HCM 2010 Ctrl Delay 6.1 HCM 2010 LOS A Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia 2015 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd am.syn Phase Number 2 3 5 6 Movement SBTL WBL SBL NBT Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max Maximum Split (s) 83 27 12 71 Maximum Split (%) 75.5% 24.5% 10.9% 64.5% Minimum Split (s) 24.5 13 11 24.5 Yellow Time (s) 4 3 3 4 All-Red Time (s) 1.5 2 1 1.5 Minimum Initial (s) 7 7 4 7 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 12 12 Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 64 37 64 76 End Time (s) 37 64 76 37 Yield/Force Off (s) 31.5 59 72 31.5 Yield/Force Off 170(s) 19.5 59 72 19.5 Local Start Time (s) 27 0 27 39 Local Yield (s) 104.5 22 35 104.5 Local Yield 170(s) 92.5 22 35 92.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 37 (34%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia 2015 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd pm.syn Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 382 125 749 261 173 698 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 193.7 186.3 186.3 Lanes 2 1 2 1 1 2 Cap, veh/h 526 242 2438 1132 483 2728 Arrive On Green 0.15 0.15 0.69 0.69 0.05 0.77 Sat Flow, veh/h 3442 1583 3632 1643 1774 3632 Grp Volume(v), veh/h 398 130 780 272 180 727 Grp Sat Flow(s),veh/h/ln 1721 1583 1770 1643 1774 1770 Q Serve(g_s), s 12.3 8.4 9.8 6.8 3.0 6.6 Cycle Q Clear(g_c), s 12.3 8.4 9.8 6.8 3.0 6.6 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 526 242 2438 1132 483 2728 V/C Ratio(X) 0.76 0.54 0.32 0.24 0.37 0.27 Avail Cap(c_a), veh/h 807 371 2438 1132 514 2728 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.69 0.69 1.00 1.00 Uniform Delay (d), s/veh 45.0 43.4 6.9 6.4 4.4 3.7 Incr Delay (d2), s/veh 2.3 1.9 0.2 0.3 0.5 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 5.6 3.5 3.7 2.5 1.0 2.2 Lane Grp Delay (d), s/veh 47.3 45.2 7.1 6.8 4.9 3.9 Lane Grp LOS D D A A A A Approach Vol, veh/h 528 1052 907 Approach Delay, s/veh 46.8 7.0 4.1 Approach LOS D A A Timer Assigned Phs 6 5 2 Phs Duration (G+Y+Rc), s 80.9 9.1 90.0 Change Period (Y+Rc), s 5.5 4.0 5.5 Max Green Setting (Gmax), s 73.5 7.0 84.5 Max Q Clear Time (g_c+I1), s 11.8 5.0 8.6 Green Ext Time (p_c), s 9.4 0.1 9.4 Intersection Summary HCM 2010 Ctrl Delay 14.4 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia 2015 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd pm.syn Phase Number 2 3 5 6 Movement SBTL WBL SBL NBT Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max Maximum Split (s) 90 30 11 79 Maximum Split (%) 75.0% 25.0% 9.2% 65.8% Minimum Split (s) 24.5 13 11 24.5 Yellow Time (s) 4 3 3 4 All-Red Time (s) 1.5 2 1 1.5 Minimum Initial (s) 7 7 4 7 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 12 12 Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 45 15 45 56 End Time (s) 15 45 56 15 Yield/Force Off (s) 9.5 40 52 9.5 Yield/Force Off 170(s) 117.5 40 52 117.5 Local Start Time (s) 30 0 30 41 Local Yield (s) 114.5 25 37 114.5 Local Yield 170(s) 102.5 25 37 102.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 15 (13%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln 2015 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 17 154 94 53 103 98 101 278 34 142 515 79 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 235 251 206 208 293 239 450 1151 979 763 956 147 Arrive On Green 0.03 0.13 0.13 0.05 0.15 0.15 0.07 0.79 0.00 0.07 0.61 0.61 Sat Flow, veh/h 1845 1937 1592 1845 1937 1577 1845 1937 1647 1774 1577 242 Grp Volume(v), veh/h 20 181 111 62 121 115 119 327 0 167 0 699 Grp Sat Flow(s),veh/h/ln 1845 1937 1592 1845 1937 1577 1845 1937 1647 1774 0 1819 Q Serve(g_s), s 0.9 8.9 6.5 2.7 5.6 6.6 2.4 4.5 0.0 3.4 0.0 24.3 Cycle Q Clear(g_c), s 0.9 8.9 6.5 2.7 5.6 6.6 2.4 4.5 0.0 3.4 0.0 24.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13 Lane Grp Cap(c), veh/h 235 251 206 208 293 239 450 1151 979 763 0 1102 V/C Ratio(X) 0.09 0.72 0.54 0.30 0.41 0.48 0.26 0.28 0.00 0.22 0.00 0.63 Avail Cap(c_a), veh/h 334 333 273 266 342 279 519 1151 979 844 0 1102 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.78 0.00 0.78 Uniform Delay (d), s/veh 35.7 41.4 40.3 32.6 38.0 38.5 9.6 4.7 0.0 6.0 0.0 12.5 Incr Delay (d2), s/veh 0.2 5.1 2.2 0.8 0.9 1.5 0.3 0.6 0.0 0.1 0.0 2.2 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 Back of Q (50%), veh/ln 0.4 4.8 2.7 1.3 2.9 2.8 0.9 1.8 0.0 1.3 0.0 11.0 Lane Grp Delay (d), s/veh 35.8 46.5 42.5 33.4 39.0 40.0 9.9 5.3 0.0 6.2 0.0 14.7 Lane Grp LOS D D D C D D A A A B Approach Vol, veh/h 312 298 446 866 Approach Delay, s/veh 44.4 38.2 6.5 13.0 Approach LOS D D A B Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 5.7 17.8 7.9 20.0 8.3 63.8 9.5 65.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 16.0 7.0 16.5 8.0 57.0 10.0 59.0 Max Q Clear Time (g_c+I1), s 2.9 10.9 4.7 8.6 4.4 6.5 5.4 26.3 Green Ext Time (p_c), s 0.0 0.9 0.0 1.2 0.1 4.2 0.2 4.1 Intersection Summary HCM 2010 Ctrl Delay 20.5 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln 2015 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 65 11 22 14 63 11 22 Maximum Split (%) 10.9% 59.1% 10.0% 20.0% 12.7% 57.3% 10.0% 20.0% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 17 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20 32 97 108 20 34 97 108 End Time (s) 32 97 108 20 34 97 108 20 Yield/Force Off (s) 28 91 104 14 30 91 104 14.5 Yield/Force Off 170(s) 28 74 104 14 30 74 104 14.5 Local Start Time (s) 33 45 0 11 33 47 0 11 Local Yield (s) 41 104 7 27 43 104 7 27.5 Local Yield 170(s) 41 87 7 27 43 87 7 27.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 97 (88%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln 2015 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 86 202 176 81 247 216 190 659 59 134 614 62 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 237 380 314 263 375 306 589 1039 883 429 882 95 Arrive On Green 0.07 0.20 0.20 0.06 0.19 0.19 0.09 0.71 0.00 0.13 1.00 1.00 Sat Flow, veh/h 1845 1937 1599 1845 1937 1578 1845 1937 1647 1774 1653 178 Grp Volume(v), veh/h 101 235 207 95 278 248 224 701 0 158 0 731 Grp Sat Flow(s),veh/h/ln 1845 1937 1599 1845 1937 1578 1845 1937 1647 1774 0 1830 Q Serve(g_s), s 5.0 12.9 13.9 4.7 15.7 17.5 6.5 23.2 0.0 4.7 0.0 0.0 Cycle Q Clear(g_c), s 5.0 12.9 13.9 4.7 15.7 17.5 6.5 23.2 0.0 4.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10 Lane Grp Cap(c), veh/h 237 380 314 263 375 306 589 1039 883 429 0 977 V/C Ratio(X) 0.43 0.62 0.66 0.36 0.74 0.81 0.38 0.67 0.00 0.37 0.00 0.75 Avail Cap(c_a), veh/h 242 433 358 273 442 360 589 1039 883 434 0 977 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.70 0.00 0.70 Uniform Delay (d), s/veh 34.7 42.7 43.1 34.6 44.1 44.8 10.1 11.0 0.0 12.1 0.0 0.0 Incr Delay (d2), s/veh 1.2 2.1 3.7 0.8 5.5 11.4 0.4 3.5 0.0 0.4 0.0 3.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 2.4 6.7 6.0 2.3 8.4 8.0 2.6 8.8 0.0 1.8 0.0 1.0 Lane Grp Delay (d), s/veh 35.9 44.8 46.8 35.4 49.6 56.3 10.5 14.5 0.0 12.5 0.0 3.7 Lane Grp LOS D D D D D E B B B A Approach Vol, veh/h 543 621 925 889 Approach Delay, s/veh 43.9 50.1 13.6 5.3 Approach LOS D D B A Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 10.7 27.8 10.4 27.5 11.0 67.3 10.7 67.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 25.0 7.0 25.5 7.0 61.0 7.0 61.0 Max Q Clear Time (g_c+I1), s 7.0 15.9 6.7 19.5 8.5 25.2 6.7 2.0 Green Ext Time (p_c), s 0.0 2.6 0.0 2.0 0.0 6.6 0.0 6.7 Intersection Summary HCM 2010 Ctrl Delay 24.2 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln 2015 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 67 11 31 11 67 11 31 Maximum Split (%) 9.2% 55.8% 9.2% 25.8% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 50 61 92 103 50 61 End Time (s) 103 50 61 92 103 50 61 92 Yield/Force Off (s) 99 44 57 86 99 44 57 86.5 Yield/Force Off 170(s) 99 27 57 73 99 27 57 74.5 Local Start Time (s) 42 53 0 11 42 53 0 11 Local Yield (s) 49 114 7 36 49 114 7 36.5 Local Yield 170(s) 49 97 7 23 49 97 7 24.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 50 (42%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 Signalized Intersection Summary 127: Lemay & Vine 2015 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 17 85 50 52 119 96 30 357 18 45 626 38 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.97 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 190.3 186.3 186.3 190.6 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 208 245 159 290 224 181 99 1082 53 100 1099 65 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 1.00 1.00 1.00 0.66 0.66 0.66 Sat Flow, veh/h 1121 1068 693 1231 977 788 72 1645 80 74 1671 100 Grp Volume(v), veh/h 20 0 150 61 0 253 471 0 0 834 0 0 Grp Sat Flow(s),veh/h/ln 1121 0 1761 1231 0 1765 1798 0 0 1845 0 0 Q Serve(g_s), s 1.2 0.0 5.4 3.3 0.0 9.7 0.0 0.0 0.0 2.7 0.0 0.0 Cycle Q Clear(g_c), s 10.9 0.0 5.4 8.7 0.0 9.7 0.0 0.0 0.0 20.1 0.0 0.0 Prop In Lane 1.00 0.39 1.00 0.45 0.07 0.04 0.06 0.05 Lane Grp Cap(c), veh/h 208 0 404 290 0 405 1233 0 0 1264 0 0 V/C Ratio(X) 0.10 0.00 0.37 0.21 0.00 0.63 0.38 0.00 0.00 0.66 0.00 0.00 Avail Cap(c_a), veh/h 317 0 575 409 0 576 1862 0 0 1943 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 30.9 0.0 24.4 28.0 0.0 26.0 0.0 0.0 0.0 7.8 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 2.1 1.3 0.0 5.7 0.9 0.0 0.0 2.7 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 Back of Q (50%), veh/ln 0.4 0.0 2.4 1.1 0.0 4.6 0.3 0.0 0.0 8.6 0.0 0.0 Lane Grp Delay (d), s/veh 31.6 0.0 26.4 29.3 0.0 31.7 0.9 0.0 0.0 10.5 0.0 0.0 Lane Grp LOS C C C C A B Approach Vol, veh/h 170 314 471 834 Approach Delay, s/veh 27.0 31.2 0.9 10.5 Approach LOS C C A B Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 21.7 21.7 53.3 53.3 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 23.5 23.5 76.0 76.5 Max Q Clear Time (g_c+I1), s 12.9 11.7 2.0 22.1 Green Ext Time (p_c), s 3.3 3.5 29.6 26.3 Intersection Summary HCM 2010 Ctrl Delay 13.2 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 127: Lemay & Vine 2015 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd am.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine HCM 2010 Signalized Intersection Summary 127: Lemay & Vine 2015 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 46 161 75 50 116 151 71 791 60 68 609 29 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 190.0 186.3 186.3 191.3 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 100 255 122 137 159 208 90 805 64 89 706 34 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.95 0.95 0.95 0.72 0.72 0.72 Sat Flow, veh/h 1060 1202 578 1103 752 984 80 1122 90 78 983 48 Grp Volume(v), veh/h 54 0 271 59 0 314 1024 0 0 791 0 0 Grp Sat Flow(s),veh/h/ln 1060 0 1781 1103 0 1736 1291 0 0 1109 0 0 Q Serve(g_s), s 4.5 0.0 17.0 6.3 0.0 21.0 4.1 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 25.5 0.0 17.0 23.4 0.0 21.0 86.5 0.0 0.0 82.3 0.0 0.0 Prop In Lane 1.00 0.32 1.00 0.57 0.08 0.07 0.10 0.04 Lane Grp Cap(c), veh/h 100 0 377 137 0 368 959 0 0 829 0 0 V/C Ratio(X) 0.54 0.00 0.72 0.43 0.00 0.85 1.07 0.00 0.00 0.95 0.00 0.00 Avail Cap(c_a), veh/h 100 0 377 137 0 368 959 0 0 829 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.76 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.6 0.0 44.1 55.0 0.0 45.7 5.6 0.0 0.0 11.1 0.0 0.0 Incr Delay (d2), s/veh 15.9 0.0 10.0 7.6 0.0 20.5 45.4 0.0 0.0 22.0 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 Back of Q (50%), veh/ln 2.1 0.0 8.6 2.1 0.0 11.2 14.3 0.0 0.0 19.3 0.0 0.0 Lane Grp Delay (d), s/veh 74.5 0.0 54.1 62.6 0.0 66.2 51.0 0.0 0.0 33.1 0.0 0.0 Lane Grp LOS E D E E F C Approach Vol, veh/h 325 373 1024 791 Approach Delay, s/veh 57.5 65.6 51.0 33.1 Approach LOS E E D C Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 30.0 30.0 90.5 90.5 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 24.5 24.5 85.0 85.5 Max Q Clear Time (g_c+I1), s 27.5 25.4 88.5 84.3 Green Ext Time (p_c), s 0.0 0.0 0.0 1.1 Intersection Summary HCM 2010 Ctrl Delay 48.4 HCM 2010 LOS D Notes Timing Report, Sorted By Phase 127: Lemay & Vine 2015 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd pm.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 90 30 90 30 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 43 13 43 13 End Time (s) 13 43 13 43 Yield/Force Off (s) 8.5 37.5 8 37.5 Yield/Force Off 170(s) 118.5 27.5 118 27.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 115.5 24.5 115 24.5 Local Yield 170(s) 105.5 14.5 105 14.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine HCM 2010 TWSC 4: Lincoln & East Access 2015 Bkgrd AM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd am.syn Intersection Intersection Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 29 196 234 20 3 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None None None None Storage Length 250 0 0 0 Median Width 14 14 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 231 275 24 4 5 Number of Lanes 1 1 1 0 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 299 0 - 0 586 287 Stage 1 - - - - 287 - Stage 2 - - - - 299 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1262 - - - 473 752 Stage 1 - - - - 762 - Stage 2 - - - - 752 - Time blocked-Platoon, % 0 - - - 0 0 Mov Capacity-1 Maneuver 1262 - - - 460 752 Mov Capacity-2 Maneuver - - - - 460 - Stage 1 - - - - 762 - Stage 2 - - - - 732 - Approach EB WB SB HCM Control Delay, s 1 0 11.2 HCM LOS - - B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Cap, veh/h 1262 - - - 591 HCM Control Delay, s 7.932 - - - 11.2 HCM Lane V/C Ratio 0.03 - - - 0.01 HCM Lane LOS A - - - B HCM 95th-tile Q, veh 0.1 - - - 0.0 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 4: Lincoln & East Access 2015 Bkgrd PM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2015 bkgrd pm.syn Intersection Intersection Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 4 361 399 3 20 31 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None None None None Storage Length 250 0 0 0 Median Width 14 14 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 425 469 4 24 36 Number of Lanes 1 1 1 0 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 473 0 - 0 905 471 Stage 1 - - - - 471 - Stage 2 - - - - 434 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1089 - - - 307 593 Stage 1 - - - - 628 - Stage 2 - - - - 653 - Time blocked-Platoon, % 0 - - - 0 0 Mov Capacity-1 Maneuver 1089 - - - 306 593 Mov Capacity-2 Maneuver - - - - 431 - Stage 1 - - - - 628 - Stage 2 - - - - 650 - Approach EB WB SB HCM Control Delay, s 0.1 0 12.9 HCM LOS - - B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Cap, veh/h 1089 - - - 517 HCM Control Delay, s 8.32 - - - 12.9 HCM Lane V/C Ratio 0.00 - - - 0.12 HCM Lane LOS A - - - B HCM 95th-tile Q, veh 0.0 - - - 0.4 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined APPENDIX E HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2018 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 86 827 10 263 1073 147 7 379 163 164 461 75 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 1 2 1 Cap, veh/h 201 1402 678 398 2243 755 260 636 296 325 927 415 Arrive On Green 0.06 0.41 0.00 0.12 0.46 0.00 0.02 0.18 0.00 0.20 0.52 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 93 899 0 286 1166 0 8 412 0 178 501 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 2.5 19.8 0.0 7.5 15.9 0.0 0.3 10.1 0.0 6.4 8.8 0.0 Cycle Q Clear(g_c), s 2.5 19.8 0.0 7.5 15.9 0.0 0.3 10.1 0.0 6.4 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 201 1402 678 398 2243 755 260 636 296 325 927 415 V/C Ratio(X) 0.46 0.64 0.00 0.72 0.52 0.00 0.03 0.65 0.00 0.55 0.54 0.00 Avail Cap(c_a), veh/h 367 1402 678 514 2243 755 378 1038 483 373 1189 532 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 42.7 22.0 0.0 40.0 18.1 0.0 30.3 35.7 0.0 19.8 18.6 0.0 Incr Delay (d2), s/veh 1.7 2.3 0.0 3.4 0.9 0.0 0.0 1.1 0.0 1.4 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.1 8.3 0.0 3.4 6.1 0.0 0.2 4.4 0.0 2.5 3.1 0.0 Lane Grp Delay (d), s/veh 44.4 24.3 0.0 43.4 18.9 0.0 30.3 36.8 0.0 21.2 19.1 0.0 Lane Grp LOS D C D B C D C B Approach Vol, veh/h 992 1452 420 679 Approach Delay, s/veh 26.2 23.7 36.7 19.6 Approach LOS C C D B Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 11.0 44.1 14.9 48.0 4.8 22.3 12.5 30.1 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 9.0 37.5 13.0 42.0 7.0 26.5 11.0 30.5 Max Q Clear Time (g_c+I1), s 4.5 21.8 9.5 17.9 2.3 12.1 8.4 10.8 Green Ext Time (p_c), s 0.6 3.6 0.3 5.0 0.0 3.2 0.1 3.5 Intersection Summary HCM 2010 Ctrl Delay 25.2 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) 2018 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 37 18 44 15 33 14 48 Maximum Split (%) 10.0% 33.6% 16.4% 40.0% 13.6% 30.0% 12.7% 43.6% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 2 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 16 19 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 79 90 17 35 79 94 65 17 End Time (s) 90 17 35 79 94 17 79 65 Yield/Force Off (s) 86 10.5 30 72.5 90 10.5 74 59 Yield/Force Off 170(s) 86 103.5 30 56.5 90 101.5 74 44 Local Start Time (s) 0 11 48 66 0 15 96 48 Local Yield (s) 7 41.5 61 103.5 11 41.5 105 90 Local Yield 170(s) 7 24.5 61 87.5 11 22.5 105 75 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 79 (72%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2018 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 251 1112 8 419 1126 213 20 690 373 256 661 228 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 1 2 1 Cap, veh/h 602 1205 583 499 1544 520 238 788 367 303 1140 510 Arrive On Green 0.17 0.35 0.00 0.14 0.32 0.00 0.03 0.22 0.00 0.17 0.43 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 259 1146 0 432 1161 0 21 711 0 264 681 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 7.9 38.4 0.0 14.4 25.0 0.0 1.1 22.9 0.0 11.4 17.3 0.0 Cycle Q Clear(g_c), s 7.9 38.4 0.0 14.4 25.0 0.0 1.1 22.9 0.0 11.4 17.3 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 602 1205 583 499 1544 520 238 788 367 303 1140 510 V/C Ratio(X) 0.43 0.95 0.00 0.87 0.75 0.00 0.09 0.90 0.00 0.87 0.60 0.00 Avail Cap(c_a), veh/h 646 1205 583 499 1544 520 314 800 372 339 1140 510 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 43.2 36.9 0.0 49.0 36.0 0.0 33.7 44.3 0.0 26.3 27.7 0.0 Incr Delay (d2), s/veh 0.5 16.5 0.0 14.8 3.4 0.0 0.2 13.3 0.0 19.6 0.9 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 Back of Q (50%), veh/ln 3.5 18.7 0.0 7.3 10.6 0.0 0.5 11.6 0.0 9.3 7.1 0.0 Lane Grp Delay (d), s/veh 43.7 53.4 0.0 63.8 39.4 0.0 33.8 57.7 0.0 45.9 28.5 0.0 Lane Grp LOS D D E D C E D C Approach Vol, veh/h 1405 1593 732 945 Approach Delay, s/veh 51.6 46.0 57.0 33.4 Approach LOS D D E C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 26.0 47.0 21.0 42.0 6.0 31.6 17.6 43.3 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 21.0 40.5 16.0 36.0 7.0 25.5 16.0 34.5 Max Q Clear Time (g_c+I1), s 9.9 40.4 16.4 27.0 3.1 24.9 13.4 19.3 Green Ext Time (p_c), s 4.6 0.1 0.0 3.4 0.0 0.2 0.2 5.2 Intersection Summary HCM 2010 Ctrl Delay 46.9 HCM 2010 LOS D Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) 2018 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 41 21 47 20 32 26 42 Maximum Split (%) 9.2% 34.2% 17.5% 39.2% 16.7% 26.7% 21.7% 35.0% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 2 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 Flash Dont Walk (s) 17 16 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 46 87 108 35 55 9 87 End Time (s) 46 87 108 35 55 87 35 9 Yield/Force Off (s) 42 80.5 103 28.5 51 80.5 30 3 Yield/Force Off 170(s) 42 63.5 103 12.5 51 80.5 30 108 Local Start Time (s) 0 11 52 73 0 20 94 52 Local Yield (s) 7 45.5 68 113.5 16 45.5 115 88 Local Yield 170(s) 7 28.5 68 97.5 16 45.5 115 73 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 35 (29%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia 2018 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 113 36 523 68 113 589 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 193.7 186.3 186.3 Lanes 2 1 2 1 1 2 Cap, veh/h 287 132 2633 1223 686 2927 Arrive On Green 0.08 0.08 0.74 0.74 0.07 1.00 Sat Flow, veh/h 3442 1583 3632 1643 1774 3632 Grp Volume(v), veh/h 131 42 608 79 131 685 Grp Sat Flow(s),veh/h/ln 1721 1583 1770 1643 1774 1770 Q Serve(g_s), s 3.4 2.4 5.0 1.2 1.4 0.0 Cycle Q Clear(g_c), s 3.4 2.4 5.0 1.2 1.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 287 132 2633 1223 686 2927 V/C Ratio(X) 0.46 0.32 0.23 0.06 0.19 0.23 Avail Cap(c_a), veh/h 834 384 2633 1223 763 2927 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.4 41.0 3.8 3.3 2.0 0.0 Incr Delay (d2), s/veh 1.1 1.4 0.2 0.1 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.6 1.0 1.7 0.4 0.3 0.1 Lane Grp Delay (d), s/veh 42.6 42.3 4.0 3.4 2.1 0.2 Lane Grp LOS D D A A A A Approach Vol, veh/h 173 687 816 Approach Delay, s/veh 42.5 3.9 0.5 Approach LOS D A A Timer Assigned Phs 6 5 2 Phs Duration (G+Y+Rc), s 75.1 7.9 83.0 Change Period (Y+Rc), s 5.5 4.0 5.5 Max Green Setting (Gmax), s 65.5 8.0 77.5 Max Q Clear Time (g_c+I1), s 7.0 3.4 2.0 Green Ext Time (p_c), s 6.4 0.1 6.4 Intersection Summary HCM 2010 Ctrl Delay 6.2 HCM 2010 LOS A Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia 2018 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Phase Number 2 3 5 6 Movement SBTL WBL SBL NBT Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max Maximum Split (s) 83 27 12 71 Maximum Split (%) 75.5% 24.5% 10.9% 64.5% Minimum Split (s) 24.5 13 11 24.5 Yellow Time (s) 4 3 3 4 All-Red Time (s) 1.5 2 1 1.5 Minimum Initial (s) 7 7 4 7 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 12 12 Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 64 37 64 76 End Time (s) 37 64 76 37 Yield/Force Off (s) 31.5 59 72 31.5 Yield/Force Off 170(s) 19.5 59 72 19.5 Local Start Time (s) 27 0 27 39 Local Yield (s) 104.5 22 35 104.5 Local Yield 170(s) 92.5 22 35 92.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 37 (34%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia 2018 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 405 133 795 276 184 741 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 193.7 186.3 186.3 Lanes 2 1 2 1 1 2 Cap, veh/h 549 253 2408 1118 459 2706 Arrive On Green 0.16 0.16 0.68 0.68 0.06 0.76 Sat Flow, veh/h 3442 1583 3632 1643 1774 3632 Grp Volume(v), veh/h 422 139 828 288 192 772 Grp Sat Flow(s),veh/h/ln 1721 1583 1770 1643 1774 1770 Q Serve(g_s), s 13.1 9.0 10.9 7.6 3.3 7.3 Cycle Q Clear(g_c), s 13.1 9.0 10.9 7.6 3.3 7.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 549 253 2408 1118 459 2706 V/C Ratio(X) 0.77 0.55 0.34 0.26 0.42 0.29 Avail Cap(c_a), veh/h 800 368 2408 1118 484 2706 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.0 43.3 7.5 6.9 5.0 4.0 Incr Delay (d2), s/veh 2.8 1.9 0.4 0.6 0.6 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 6.0 3.8 4.2 2.7 1.1 2.6 Lane Grp Delay (d), s/veh 47.8 45.2 7.8 7.5 5.6 4.2 Lane Grp LOS D D A A A A Approach Vol, veh/h 561 1116 964 Approach Delay, s/veh 47.1 7.8 4.5 Approach LOS D A A Timer Assigned Phs 6 5 2 Phs Duration (G+Y+Rc), s 80.6 9.4 90.0 Change Period (Y+Rc), s 5.5 4.0 5.5 Max Green Setting (Gmax), s 73.5 7.0 84.5 Max Q Clear Time (g_c+I1), s 12.9 5.3 9.3 Green Ext Time (p_c), s 10.4 0.1 10.5 Intersection Summary HCM 2010 Ctrl Delay 14.9 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia 2018 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Phase Number 2 3 5 6 Movement SBTL WBL SBL NBT Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max Maximum Split (s) 90 30 11 79 Maximum Split (%) 75.0% 25.0% 9.2% 65.8% Minimum Split (s) 24.5 13 11 24.5 Yellow Time (s) 4 3 3 4 All-Red Time (s) 1.5 2 1 1.5 Minimum Initial (s) 7 7 4 7 Vehicle Extension (s) 3 3 3 3 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 12 12 Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 45 15 45 56 End Time (s) 15 45 56 15 Yield/Force Off (s) 9.5 40 52 9.5 Yield/Force Off 170(s) 117.5 40 52 117.5 Local Start Time (s) 30 0 30 41 Local Yield (s) 114.5 25 37 114.5 Local Yield 170(s) 102.5 25 37 102.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 15 (13%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln 2018 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 18 167 96 57 112 106 110 301 37 154 557 85 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 237 263 216 210 310 252 404 1132 962 696 942 144 Arrive On Green 0.03 0.14 0.14 0.05 0.16 0.16 0.06 0.58 0.00 0.07 0.60 0.60 Sat Flow, veh/h 1845 1937 1593 1845 1937 1577 1845 1937 1647 1774 1578 241 Grp Volume(v), veh/h 21 196 113 67 132 125 129 354 0 181 0 755 Grp Sat Flow(s),veh/h/ln 1845 1937 1593 1845 1937 1577 1845 1937 1647 1774 0 1819 Q Serve(g_s), s 1.0 9.8 6.6 2.9 6.2 7.3 2.7 9.3 0.0 3.8 0.0 28.7 Cycle Q Clear(g_c), s 1.0 9.8 6.6 2.9 6.2 7.3 2.7 9.3 0.0 3.8 0.0 28.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13 Lane Grp Cap(c), veh/h 237 263 216 210 310 252 404 1132 962 696 0 1086 V/C Ratio(X) 0.09 0.75 0.52 0.32 0.43 0.50 0.32 0.31 0.00 0.26 0.00 0.70 Avail Cap(c_a), veh/h 333 328 269 261 337 275 465 1132 962 767 0 1086 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.74 0.00 0.74 Uniform Delay (d), s/veh 35.7 41.8 40.4 32.3 38.1 38.5 11.5 10.6 0.0 6.9 0.0 14.0 Incr Delay (d2), s/veh 0.2 7.0 1.9 0.9 0.9 1.5 0.5 0.7 0.0 0.1 0.0 2.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.5 5.4 2.8 1.4 3.1 3.0 1.1 4.2 0.0 1.4 0.0 13.0 Lane Grp Delay (d), s/veh 35.8 48.7 42.4 33.1 39.0 40.0 12.0 11.3 0.0 7.0 0.0 16.7 Lane Grp LOS D D D C D D B B A B Approach Vol, veh/h 330 324 483 936 Approach Delay, s/veh 45.7 38.2 11.5 14.8 Approach LOS D D B B Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 5.8 18.6 8.2 21.1 8.7 63.7 9.9 65.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 16.0 7.0 16.5 8.0 57.0 10.0 59.0 Max Q Clear Time (g_c+I1), s 3.0 11.8 4.9 9.3 4.7 11.3 5.8 30.7 Green Ext Time (p_c), s 0.0 0.9 0.0 1.2 0.1 4.7 0.2 4.6 Intersection Summary HCM 2010 Ctrl Delay 22.6 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln 2018 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 65 11 22 14 63 11 22 Maximum Split (%) 10.9% 59.1% 10.0% 20.0% 12.7% 57.3% 10.0% 20.0% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 17 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20 32 97 108 20 34 97 108 End Time (s) 32 97 108 20 34 97 108 20 Yield/Force Off (s) 28 91 104 14 30 91 104 14.5 Yield/Force Off 170(s) 28 74 104 14 30 74 104 14.5 Local Start Time (s) 33 45 0 11 33 47 0 11 Local Yield (s) 41 104 7 27 43 104 7 27.5 Local Yield 170(s) 41 87 7 27 43 87 7 27.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 97 (88%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln 2018 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 93 219 191 87 268 234 206 713 64 145 655 67 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 236 397 328 263 394 321 562 1018 865 377 867 95 Arrive On Green 0.07 0.21 0.21 0.07 0.20 0.20 0.09 0.70 0.00 0.14 1.00 1.00 Sat Flow, veh/h 1845 1937 1600 1845 1937 1579 1845 1937 1647 1774 1649 180 Grp Volume(v), veh/h 109 255 225 102 301 269 242 759 0 171 0 781 Grp Sat Flow(s),veh/h/ln 1845 1937 1600 1845 1937 1579 1845 1937 1647 1774 0 1830 Q Serve(g_s), s 5.4 14.2 15.3 5.0 17.3 19.3 7.4 29.1 0.0 5.3 0.0 0.0 Cycle Q Clear(g_c), s 5.4 14.2 15.3 5.0 17.3 19.3 7.4 29.1 0.0 5.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10 Lane Grp Cap(c), veh/h 236 397 328 263 394 321 562 1018 865 377 0 961 V/C Ratio(X) 0.46 0.64 0.69 0.39 0.76 0.84 0.43 0.75 0.00 0.45 0.00 0.81 Avail Cap(c_a), veh/h 236 427 353 266 435 355 562 1018 865 377 0 961 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.63 0.00 0.63 Uniform Delay (d), s/veh 34.6 42.9 43.4 34.3 44.3 45.1 11.0 12.8 0.0 14.3 0.0 0.0 Incr Delay (d2), s/veh 1.4 2.9 5.0 0.9 7.1 14.9 0.5 5.0 0.0 0.5 0.0 4.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 2.6 7.4 6.8 2.4 9.4 9.1 3.0 11.8 0.0 2.0 0.0 1.3 Lane Grp Delay (d), s/veh 36.0 45.9 48.4 35.2 51.5 60.0 11.5 17.8 0.0 14.9 0.0 4.8 Lane Grp LOS D D D D D E B B B A Approach Vol, veh/h 589 672 1001 952 Approach Delay, s/veh 45.0 52.4 16.3 6.6 Approach LOS D D B A Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 11.0 29.2 10.8 29.0 11.0 67.0 11.0 67.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 25.0 7.0 25.5 7.0 61.0 7.0 61.0 Max Q Clear Time (g_c+I1), s 7.4 17.3 7.0 21.3 9.4 31.1 7.3 2.0 Green Ext Time (p_c), s 0.0 2.6 0.0 1.7 0.0 7.2 0.0 7.7 Intersection Summary HCM 2010 Ctrl Delay 26.2 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln 2018 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 67 11 31 11 67 11 31 Maximum Split (%) 9.2% 55.8% 9.2% 25.8% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 50 61 92 103 50 61 End Time (s) 103 50 61 92 103 50 61 92 Yield/Force Off (s) 99 44 57 86 99 44 57 86.5 Yield/Force Off 170(s) 99 27 57 73 99 27 57 74.5 Local Start Time (s) 42 53 0 11 42 53 0 11 Local Yield (s) 49 114 7 36 49 114 7 36.5 Local Yield 170(s) 49 97 7 23 49 97 7 24.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 50 (42%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 Signalized Intersection Summary 127: Lemay & Vine 2018 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 18 90 52 55 126 96 31 379 19 47 664 41 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 190.3 186.3 186.3 190.5 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 191 245 154 272 227 173 96 1100 53 97 1115 67 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 1.00 1.00 1.00 0.67 0.67 0.67 Sat Flow, veh/h 1113 1082 681 1222 1003 766 73 1643 79 75 1666 100 Grp Volume(v), veh/h 21 0 158 65 0 261 499 0 0 884 0 0 Grp Sat Flow(s),veh/h/ln 1113 0 1763 1222 0 1768 1795 0 0 1841 0 0 Q Serve(g_s), s 1.4 0.0 6.2 3.9 0.0 10.9 0.0 0.0 0.0 5.7 0.0 0.0 Cycle Q Clear(g_c), s 12.3 0.0 6.2 10.1 0.0 10.9 0.0 0.0 0.0 23.7 0.0 0.0 Prop In Lane 1.00 0.39 1.00 0.43 0.07 0.04 0.06 0.05 Lane Grp Cap(c), veh/h 191 0 399 272 0 400 1249 0 0 1279 0 0 V/C Ratio(X) 0.11 0.00 0.40 0.24 0.00 0.65 0.40 0.00 0.00 0.69 0.00 0.00 Avail Cap(c_a), veh/h 274 0 530 362 0 531 1716 0 0 1786 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.96 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 34.2 0.0 26.8 31.1 0.0 28.6 0.0 0.0 0.0 8.3 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 2.3 1.6 0.0 6.4 0.9 0.0 0.0 3.1 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 Back of Q (50%), veh/ln 0.4 0.0 2.9 1.3 0.0 5.3 0.3 0.0 0.0 10.2 0.0 0.0 Lane Grp Delay (d), s/veh 35.2 0.0 29.1 32.7 0.0 35.0 0.9 0.0 0.0 11.4 0.0 0.0 Lane Grp LOS D C C D A B Approach Vol, veh/h 179 326 499 884 Approach Delay, s/veh 29.8 34.6 0.9 11.4 Approach LOS C C A B Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 22.9 22.9 58.6 58.6 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 23.5 23.5 76.0 76.5 Max Q Clear Time (g_c+I1), s 14.3 12.9 2.0 25.7 Green Ext Time (p_c), s 3.1 3.4 33.2 27.9 Intersection Summary HCM 2010 Ctrl Delay 14.4 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 127: Lemay & Vine 2018 Bkgrd AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine HCM 2010 Signalized Intersection Summary 127: Lemay & Vine 2018 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 48 171 79 53 123 160 75 838 64 72 646 30 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 189.9 186.3 186.3 191.3 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 85 255 122 125 160 208 88 786 63 89 694 33 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.95 0.95 0.95 0.72 0.72 0.72 Sat Flow, veh/h 1042 1204 577 1087 756 981 78 1095 87 79 967 46 Grp Volume(v), veh/h 56 0 287 62 0 333 1084 0 0 838 0 0 Grp Sat Flow(s),veh/h/ln 1042 0 1781 1087 0 1737 1260 0 0 1091 0 0 Q Serve(g_s), s 3.0 0.0 18.3 6.9 0.0 22.5 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 25.5 0.0 18.3 25.1 0.0 22.5 86.5 0.0 0.0 86.5 0.0 0.0 Prop In Lane 1.00 0.32 1.00 0.56 0.08 0.07 0.10 0.04 Lane Grp Cap(c), veh/h 85 0 377 125 0 368 937 0 0 816 0 0 V/C Ratio(X) 0.66 0.00 0.76 0.50 0.00 0.91 1.16 0.00 0.00 1.03 0.00 0.00 Avail Cap(c_a), veh/h 85 0 377 125 0 368 937 0 0 816 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.69 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 59.6 0.0 44.6 56.4 0.0 46.3 5.1 0.0 0.0 13.5 0.0 0.0 Incr Delay (d2), s/veh 28.9 0.0 12.3 10.6 0.0 27.5 79.6 0.0 0.0 38.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 2.4 0.0 9.4 2.3 0.0 12.6 22.9 0.0 0.0 29.4 0.0 0.0 Lane Grp Delay (d), s/veh 88.4 0.0 56.9 67.1 0.0 73.8 84.6 0.0 0.0 52.1 0.0 0.0 Lane Grp LOS F E E E F F Approach Vol, veh/h 343 395 1084 838 Approach Delay, s/veh 62.1 72.7 84.6 52.1 Approach LOS E E F D Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 30.0 30.0 90.5 90.5 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 24.5 24.5 85.0 85.5 Max Q Clear Time (g_c+I1), s 27.5 27.1 88.5 88.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 69.7 HCM 2010 LOS E Notes Timing Report, Sorted By Phase 127: Lemay & Vine 2018 Bkgrd PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 90 30 90 30 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 43 13 43 13 End Time (s) 13 43 13 43 Yield/Force Off (s) 8.5 37.5 8 37.5 Yield/Force Off 170(s) 118.5 27.5 118 27.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 115.5 24.5 115 24.5 Local Yield 170(s) 105.5 14.5 105 14.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine HCM 2010 TWSC 4: Lincoln & East Access 2018 Bkgrd AM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Intersection Intersection Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 29 207 248 20 3 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None None None None Storage Length 250 0 0 0 Median Width 14 14 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 244 292 24 4 5 Number of Lanes 1 1 1 0 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 315 0 - 0 616 304 Stage 1 - - - - 304 - Stage 2 - - - - 312 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1245 - - - 454 736 Stage 1 - - - - 748 - Stage 2 - - - - 742 - Time blocked-Platoon, % 0 - - - 0 0 Mov Capacity-1 Maneuver 1245 - - - 442 736 Mov Capacity-2 Maneuver - - - - 537 - Stage 1 - - - - 748 - Stage 2 - - - - 722 - Approach EB WB SB HCM Control Delay, s 1 0 10.7 HCM LOS - - B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Cap, veh/h 1245 - - - 635 HCM Control Delay, s 7.973 - - - 10.7 HCM Lane V/C Ratio 0.03 - - - 0.01 HCM Lane LOS A - - - B HCM 95th-tile Q, veh 0.1 - - - 0.0 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 4: Lincoln & East Access 2018 Bkgrd PM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Intersection Intersection Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 4 383 423 3 20 31 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None None None None Storage Length 250 0 0 0 Median Width 14 14 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 451 498 4 24 36 Number of Lanes 1 1 1 0 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 501 0 - 0 959 499 Stage 1 - - - - 499 - Stage 2 - - - - 460 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1063 - - - 285 572 Stage 1 - - - - 610 - Stage 2 - - - - 636 - Time blocked-Platoon, % 0 - - - 0 0 Mov Capacity-1 Maneuver 1063 - - - 284 572 Mov Capacity-2 Maneuver - - - - 413 - Stage 1 - - - - 610 - Stage 2 - - - - 633 - Approach EB WB SB HCM Control Delay, s 0.1 0 13.2 HCM LOS - - B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Cap, veh/h 1063 - - - 497 HCM Control Delay, s 8.402 - - - 13.2 HCM Lane V/C Ratio 0.00 - - - 0.12 HCM Lane LOS A - - - B HCM 95th-tile Q, veh 0.0 - - - 0.4 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: Lincoln & West Access 2018 Bkgrd AM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd am.syn Intersection Intersection Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 23 260 252 16 2 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None None None None Storage Length 250 0 0 0 Median Width 12 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 27 306 296 19 2 4 Number of Lanes 1 1 1 0 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 315 0 - 0 666 306 Stage 1 - - - - 306 - Stage 2 - - - - 360 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1245 - - - 425 734 Stage 1 - - - - 747 - Stage 2 - - - - 706 - Time blocked-Platoon, % 0 - - - 0 0 Mov Capacity-1 Maneuver 1245 - - - 416 734 Mov Capacity-2 Maneuver - - - - 517 - Stage 1 - - - - 747 - Stage 2 - - - - 691 - Approach EB WB SB HCM Control Delay, s 0.6 0 10.8 HCM LOS - - B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Cap, veh/h 1245 - - - 628 HCM Control Delay, s 7.956 - - - 10.8 HCM Lane V/C Ratio 0.02 - - - 0.01 HCM Lane LOS A - - - B HCM 95th-tile Q, veh 0.1 - - - 0.0 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: Lincoln & West Access 2018 Bkgrd PM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2018 bkgrd pm.syn Intersection Intersection Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 3 355 480 2 16 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None None None None Storage Length 250 0 0 0 Median Width 12 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 418 565 2 19 29 Number of Lanes 1 1 1 0 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 567 0 - 0 991 566 Stage 1 - - - - 566 - Stage 2 - - - - 425 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1005 - - - 273 524 Stage 1 - - - - 568 - Stage 2 - - - - 659 - Time blocked-Platoon, % 0 - - - 0 0 Mov Capacity-1 Maneuver 1005 - - - 272 524 Mov Capacity-2 Maneuver - - - - 401 - Stage 1 - - - - 568 - Stage 2 - - - - 656 - Approach EB WB SB HCM Control Delay, s 0.1 0 13.6 HCM LOS - - B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Cap, veh/h 1005 - - - 468 HCM Control Delay, s 8.595 - - - 13.6 HCM Lane V/C Ratio 0.00 - - - 0.10 HCM Lane LOS A - - - B HCM 95th-tile Q, veh 0.0 - - - 0.3 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined APPENDIX F HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2015 Total AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 120 779 10 248 1011 178 6 406 154 163 444 79 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 1 2 1 Cap, veh/h 232 1419 686 380 2198 740 270 655 305 317 946 423 Arrive On Green 0.07 0.42 0.00 0.11 0.45 0.00 0.02 0.19 0.00 0.20 0.53 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 130 847 0 270 1099 0 7 441 0 177 483 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 3.5 18.5 0.0 7.2 15.3 0.0 0.3 11.1 0.0 6.5 8.4 0.0 Cycle Q Clear(g_c), s 3.5 18.5 0.0 7.2 15.3 0.0 0.3 11.1 0.0 6.5 8.4 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 232 1419 686 380 2198 740 270 655 305 317 946 423 V/C Ratio(X) 0.56 0.60 0.00 0.71 0.50 0.00 0.03 0.67 0.00 0.56 0.51 0.00 Avail Cap(c_a), veh/h 359 1419 686 503 2198 740 387 1017 473 363 1165 521 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.97 0.97 0.00 Uniform Delay (d), s/veh 43.3 21.7 0.0 41.1 18.7 0.0 30.5 36.3 0.0 20.2 18.3 0.0 Incr Delay (d2), s/veh 2.1 1.9 0.0 3.1 0.8 0.0 0.0 1.2 0.0 1.5 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 Back of Q (50%), veh/ln 1.6 7.7 0.0 3.3 5.9 0.0 0.1 4.9 0.0 2.5 2.9 0.0 Lane Grp Delay (d), s/veh 45.4 23.5 0.0 44.2 19.5 0.0 30.6 37.5 0.0 21.7 18.7 0.0 Lane Grp LOS D C D B C D C B Approach Vol, veh/h 977 1369 448 660 Approach Delay, s/veh 26.4 24.4 37.4 19.5 Approach LOS C C D B Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 12.0 45.4 14.6 48.0 4.7 23.2 12.5 31.1 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 9.0 37.5 13.0 42.0 7.0 26.5 11.0 30.5 Max Q Clear Time (g_c+I1), s 5.5 20.5 9.2 17.3 2.3 13.1 8.5 10.4 Green Ext Time (p_c), s 0.2 3.6 0.3 4.7 0.0 3.1 0.1 3.5 Intersection Summary HCM 2010 Ctrl Delay 25.7 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) 2015 Total AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 37 18 44 15 33 14 48 Maximum Split (%) 10.0% 33.6% 16.4% 40.0% 13.6% 30.0% 12.7% 43.6% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 2 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 16 19 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 79 90 17 35 79 94 65 17 End Time (s) 90 17 35 79 94 17 79 65 Yield/Force Off (s) 86 10.5 30 72.5 90 10.5 74 59 Yield/Force Off 170(s) 86 103.5 30 56.5 90 101.5 74 44 Local Start Time (s) 0 11 48 66 0 15 96 48 Local Yield (s) 7 41.5 61 103.5 11 41.5 105 90 Local Yield 170(s) 7 24.5 61 87.5 11 22.5 105 75 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 79 (72%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2015 Total PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 249 1048 8 395 1061 213 18 666 352 275 665 249 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 1 2 1 Cap, veh/h 590 1208 584 487 1547 521 266 771 359 318 1152 515 Arrive On Green 0.17 0.35 0.00 0.14 0.32 0.00 0.02 0.22 0.00 0.26 0.65 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 257 1080 0 407 1094 0 19 687 0 284 686 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 7.8 35.1 0.0 13.5 23.0 0.0 1.0 22.0 0.0 12.3 12.9 0.0 Cycle Q Clear(g_c), s 7.8 35.1 0.0 13.5 23.0 0.0 1.0 22.0 0.0 12.3 12.9 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 590 1208 584 487 1547 521 266 771 359 318 1152 515 V/C Ratio(X) 0.44 0.89 0.00 0.84 0.71 0.00 0.07 0.89 0.00 0.89 0.60 0.00 Avail Cap(c_a), veh/h 647 1208 584 500 1547 521 345 802 373 341 1152 515 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.80 0.80 0.00 Uniform Delay (d), s/veh 43.4 35.7 0.0 48.9 35.2 0.0 34.0 44.4 0.0 22.1 16.0 0.0 Incr Delay (d2), s/veh 0.5 10.3 0.0 11.5 2.7 0.0 0.1 11.9 0.0 19.9 0.7 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 Back of Q (50%), veh/ln 3.4 16.4 0.0 6.7 9.7 0.0 0.4 11.0 0.0 9.2 3.9 0.0 Lane Grp Delay (d), s/veh 43.9 46.0 0.0 60.4 38.0 0.0 34.1 56.3 0.0 42.0 16.7 0.0 Lane Grp LOS D D E D C E D B Approach Vol, veh/h 1337 1501 706 970 Approach Delay, s/veh 45.6 44.0 55.7 24.1 Approach LOS D D E C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 25.6 47.0 20.6 42.0 5.8 31.0 18.4 43.6 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 21.0 40.5 16.0 36.0 7.0 25.5 16.0 34.5 Max Q Clear Time (g_c+I1), s 9.8 37.1 15.5 25.0 3.0 24.0 14.3 14.9 Green Ext Time (p_c), s 4.3 1.9 0.1 3.5 0.0 0.5 0.2 5.6 Intersection Summary HCM 2010 Ctrl Delay 42.0 HCM 2010 LOS D Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) 2015 Total PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 41 21 47 20 32 26 42 Maximum Split (%) 9.2% 34.2% 17.5% 39.2% 16.7% 26.7% 21.7% 35.0% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 2 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 Flash Dont Walk (s) 17 16 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 46 87 108 35 55 9 87 End Time (s) 46 87 108 35 55 87 35 9 Yield/Force Off (s) 42 80.5 103 28.5 51 80.5 30 3 Yield/Force Off 170(s) 42 63.5 103 12.5 51 80.5 30 108 Local Start Time (s) 0 11 52 73 0 20 94 52 Local Yield (s) 7 45.5 68 113.5 16 45.5 115 88 Local Yield 170(s) 7 28.5 68 97.5 16 45.5 115 73 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 35 (29%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia 2015 Total AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 3 0 5 106 0 33 51 570 65 107 575 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 1 1 0 2 1 0 1 2 1 1 2 1 Cap, veh/h 25 0 66 298 0 197 594 2272 1055 576 2305 1031 Arrive On Green 0.01 0.00 0.04 0.09 0.00 0.12 0.05 0.64 0.64 0.05 0.65 0.00 Sat Flow, veh/h 1774 0 1583 3442 0 1580 1774 3539 1643 1774 3539 1583 Grp Volume(v), veh/h 3 0 6 123 0 38 59 663 76 124 669 0 Grp Sat Flow(s),veh/h/ln 1774 0 1583 1721 0 1580 1774 1770 1643 1774 1770 1583 Q Serve(g_s), s 0.2 0.0 0.3 3.1 0.0 2.0 1.0 7.5 1.6 2.0 7.4 0.0 Cycle Q Clear(g_c), s 0.2 0.0 0.3 3.1 0.0 2.0 1.0 7.5 1.6 2.0 7.4 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 25 0 66 298 0 197 594 2272 1055 576 2305 1031 V/C Ratio(X) 0.12 0.00 0.09 0.41 0.00 0.19 0.10 0.29 0.07 0.22 0.29 0.00 Avail Cap(c_a), veh/h 156 0 304 340 0 338 690 2272 1055 655 2305 1031 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.85 0.85 0.85 1.00 1.00 0.00 Uniform Delay (d), s/veh 44.3 0.0 42.0 39.4 0.0 35.7 4.9 7.2 6.1 4.7 6.8 0.0 Incr Delay (d2), s/veh 2.1 0.0 0.6 0.9 0.0 0.5 0.1 0.3 0.1 0.2 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 Back of Q (50%), veh/ln 0.1 0.0 0.1 1.4 0.0 0.8 0.3 2.8 0.6 0.7 2.7 0.0 Lane Grp Delay (d), s/veh 46.4 0.0 42.6 40.3 0.0 36.2 4.9 7.5 6.2 4.9 7.2 0.0 Lane Grp LOS D D D D A A A A A Approach Vol, veh/h 9 161 798 793 Approach Delay, s/veh 43.9 39.4 7.2 6.8 Approach LOS D D A A Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 4.3 8.3 11.9 15.9 7.1 63.0 7.9 63.8 Change Period (Y+Rc), s 4.0 5.5 5.0 5.5 4.0 5.5 4.0 5.5 Max Green Setting (Gmax), s 7.0 16.5 8.0 18.5 8.0 57.5 8.0 57.5 Max Q Clear Time (g_c+I1), s 2.2 2.3 5.1 4.0 3.0 9.5 4.0 9.4 Green Ext Time (p_c), s 0.0 0.1 0.1 0.1 0.0 6.6 0.1 6.6 Intersection Summary HCM 2010 Ctrl Delay 10.1 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia 2015 Total AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL 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) 12 63 13 22 12 63 11 24 Maximum Split (%) 10.9% 57.3% 11.8% 20.0% 10.9% 57.3% 10.0% 21.8% Minimum Split (s) 11 24.5 13 29.5 11 24.5 11 29.5 Yellow Time (s) 3 4 3 4 3 4 3 4 All-Red Time (s) 1 1.5 2 1.5 1 1.5 1 1.5 Minimum Initial (s) 4 7 7 4 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 12 12 Dual Entry No Yes Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 72 84 37 50 72 84 37 48 End Time (s) 84 37 50 72 84 37 48 72 Yield/Force Off (s) 80 31.5 45 66.5 80 31.5 44 66.5 Yield/Force Off 170(s) 80 19.5 45 66.5 80 19.5 44 66.5 Local Start Time (s) 35 47 0 13 35 47 0 11 Local Yield (s) 43 104.5 8 29.5 43 104.5 7 29.5 Local Yield 170(s) 43 92.5 8 29.5 43 92.5 7 29.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 37 (34%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia 2015 Total PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 12 0 22 382 0 125 16 772 261 173 785 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 1 1 0 2 1 0 1 2 1 1 2 1 Cap, veh/h 37 0 77 423 0 253 443 2190 1016 437 2312 1034 Arrive On Green 0.02 0.00 0.05 0.12 0.00 0.16 0.02 0.62 0.62 0.04 0.44 0.00 Sat Flow, veh/h 1774 0 1583 3442 0 1580 1774 3539 1643 1774 3539 1583 Grp Volume(v), veh/h 12 0 23 398 0 130 17 804 272 180 818 0 Grp Sat Flow(s),veh/h/ln 1774 0 1583 1721 0 1580 1774 1770 1643 1774 1770 1583 Q Serve(g_s), s 0.7 0.0 1.5 12.1 0.0 8.0 0.4 11.9 8.0 3.2 16.3 0.0 Cycle Q Clear(g_c), s 0.7 0.0 1.5 12.1 0.0 8.0 0.4 11.9 8.0 3.2 16.3 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 37 0 77 423 0 253 443 2190 1016 437 2312 1034 V/C Ratio(X) 0.33 0.00 0.30 0.94 0.00 0.51 0.04 0.37 0.27 0.41 0.35 0.00 Avail Cap(c_a), veh/h 134 0 262 423 0 351 534 2190 1016 467 2312 1034 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.68 0.68 0.68 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.1 0.0 48.6 46.1 0.0 40.7 7.6 10.0 9.2 6.6 14.9 0.0 Incr Delay (d2), s/veh 5.1 0.0 2.2 29.4 0.0 1.6 0.0 0.3 0.4 0.6 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 Back of Q (50%), veh/ln 0.4 0.0 0.7 7.1 0.0 3.3 0.1 4.7 3.1 1.1 7.3 0.0 Lane Grp Delay (d), s/veh 56.2 0.0 50.8 75.5 0.0 42.3 7.6 10.3 9.7 7.2 15.3 0.0 Lane Grp LOS E D E D A B A A B Approach Vol, veh/h 35 528 1093 998 Approach Delay, s/veh 52.6 67.3 10.1 13.9 Approach LOS D E B B Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 5.2 9.6 17.0 21.4 5.6 70.0 9.2 73.7 Change Period (Y+Rc), s 4.0 5.5 5.0 5.5 4.0 5.5 4.0 5.5 Max Green Setting (Gmax), s 7.0 16.5 12.0 22.5 7.0 64.5 7.0 64.5 Max Q Clear Time (g_c+I1), s 2.7 3.5 14.1 10.0 2.4 13.9 5.2 18.3 Green Ext Time (p_c), s 0.0 0.7 0.0 0.7 0.0 10.3 0.1 10.3 Intersection Summary HCM 2010 Ctrl Delay 23.5 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia 2015 Total PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL 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) 11 70 17 22 11 70 11 28 Maximum Split (%) 9.2% 58.3% 14.2% 18.3% 9.2% 58.3% 9.2% 23.3% Minimum Split (s) 11 24.5 13 29.5 11 24.5 11 29.5 Yellow Time (s) 3 4 3 4 3 4 3 4 All-Red Time (s) 1 1.5 2 1.5 1 1.5 1 1.5 Minimum Initial (s) 4 7 7 4 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 12 12 Dual Entry No Yes Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 32 43 113 10 32 43 113 4 End Time (s) 43 113 10 32 43 113 4 32 Yield/Force Off (s) 39 107.5 5 26.5 39 107.5 0 26.5 Yield/Force Off 170(s) 39 95.5 5 26.5 39 95.5 0 26.5 Local Start Time (s) 39 50 0 17 39 50 0 11 Local Yield (s) 46 114.5 12 33.5 46 114.5 7 33.5 Local Yield 170(s) 46 102.5 12 33.5 46 102.5 7 33.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 113 (94%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 TWSC 2: Lemay & 3/4 Access 2015 Total AM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Intersection Intersection Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 20 76 515 662 37 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 335 235 Median Width 0 13 13 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 24 89 606 779 44 Number of Lanes 0 1 1 2 2 1 Major/Minor Major 1 Major 2 Conflicting Flow All 1261 389 779 0 - 0 Stage 1 779 - - - - - Stage 2 482 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 162 610 834 - - - Stage 1 413 - - - - - Stage 2 587 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 145 610 834 - - - Mov Capacity-2 Maneuver 145 - - - - - Stage 1 413 - - - - - Stage 2 524 - - - - - Approach EB NB SB HCM Control Delay, s 11.1 1.3 0 HCM LOS B - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 834 - 610 - - HCM Control Delay, s 9.834 - 11.1 - - HCM Lane V/C Ratio 0.11 - 0.04 - - HCM Lane LOS A - B - - HCM 95th-tile Q, veh 0.4 - 0.1 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 2: Lemay & 3/4 Access 2015 Total PM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Intersection Intersection Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 87 23 910 871 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 335 235 Median Width 0 13 13 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.94 0.93 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 102 27 968 937 13 Number of Lanes 0 1 1 2 2 1 Major/Minor Major 1 Major 2 Conflicting Flow All 1475 468 937 0 - 0 Stage 1 937 - - - - - Stage 2 538 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 117 542 727 - - - Stage 1 342 - - - - - Stage 2 549 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 113 542 727 - - - Mov Capacity-2 Maneuver 113 - - - - - Stage 1 342 - - - - - Stage 2 529 - - - - - Approach EB NB SB HCM Control Delay, s 13.2 0.3 0 HCM LOS B - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 727 - 542 - - HCM Control Delay, s 10.143 - 13.2 - - HCM Lane V/C Ratio 0.04 - 0.19 - - HCM Lane LOS B - B - - HCM 95th-tile Q, veh 0.1 - 0.7 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln 2015 Total AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 19 155 102 63 103 98 101 280 35 142 534 79 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 243 251 206 219 304 248 428 1140 969 652 952 141 Arrive On Green 0.03 0.13 0.13 0.06 0.16 0.16 0.02 0.19 0.00 0.07 0.60 0.60 Sat Flow, veh/h 1845 1937 1592 1845 1937 1577 1845 1937 1647 1774 1585 235 Grp Volume(v), veh/h 22 182 120 74 121 115 119 329 0 167 0 721 Grp Sat Flow(s),veh/h/ln 1845 1937 1592 1845 1937 1577 1845 1937 1647 1774 0 1820 Q Serve(g_s), s 1.0 9.0 7.1 3.2 5.6 6.6 2.4 14.5 0.0 3.4 0.0 26.2 Cycle Q Clear(g_c), s 1.0 9.0 7.1 3.2 5.6 6.6 2.4 14.5 0.0 3.4 0.0 26.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13 Lane Grp Cap(c), veh/h 243 251 206 219 304 248 428 1140 969 652 0 1094 V/C Ratio(X) 0.09 0.73 0.58 0.34 0.40 0.46 0.28 0.29 0.00 0.26 0.00 0.66 Avail Cap(c_a), veh/h 339 330 271 264 339 276 495 1140 969 731 0 1094 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.77 0.00 0.77 Uniform Delay (d), s/veh 35.9 41.8 40.9 31.8 37.9 38.3 10.9 22.4 0.0 7.6 0.0 13.2 Incr Delay (d2), s/veh 0.2 5.4 2.6 0.9 0.8 1.4 0.4 0.6 0.0 0.2 0.0 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.5 4.8 3.0 1.5 2.9 2.8 1.0 7.9 0.0 1.3 0.0 11.5 Lane Grp Delay (d), s/veh 36.0 47.1 43.5 32.7 38.7 39.6 11.3 23.0 0.0 7.7 0.0 15.6 Lane Grp LOS D D D C D D B C A B Approach Vol, veh/h 324 310 448 888 Approach Delay, s/veh 45.0 37.6 19.9 14.1 Approach LOS D D B B Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 5.8 17.9 8.6 20.7 8.4 63.8 9.6 65.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 16.0 7.0 16.5 8.0 57.0 10.0 59.0 Max Q Clear Time (g_c+I1), s 3.0 11.0 5.2 8.6 4.4 16.5 5.4 28.2 Green Ext Time (p_c), s 0.0 0.9 0.0 1.2 0.1 4.3 0.2 4.3 Intersection Summary HCM 2010 Ctrl Delay 24.2 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln 2015 Total AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 65 11 22 14 63 11 22 Maximum Split (%) 10.9% 59.1% 10.0% 20.0% 12.7% 57.3% 10.0% 20.0% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 17 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20 32 97 108 20 34 97 108 End Time (s) 32 97 108 20 34 97 108 20 Yield/Force Off (s) 28 91 104 14 30 91 104 14.5 Yield/Force Off 170(s) 28 74 104 14 30 74 104 14.5 Local Start Time (s) 33 45 0 11 33 47 0 11 Local Yield (s) 41 104 7 27 43 104 7 27.5 Local Yield 170(s) 41 87 7 27 43 87 7 27.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 97 (88%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln 2015 Total PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 95 206 178 84 247 216 190 667 63 134 620 62 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 241 381 315 263 375 305 585 1036 880 420 880 94 Arrive On Green 0.07 0.20 0.20 0.07 0.19 0.19 0.09 0.71 0.00 0.13 1.00 1.00 Sat Flow, veh/h 1845 1937 1599 1845 1937 1578 1845 1937 1647 1774 1655 176 Grp Volume(v), veh/h 112 240 209 99 278 248 224 710 0 158 0 738 Grp Sat Flow(s),veh/h/ln 1845 1937 1599 1845 1937 1578 1845 1937 1647 1774 0 1831 Q Serve(g_s), s 5.5 13.2 14.1 4.9 15.7 17.5 6.5 24.1 0.0 4.7 0.0 0.0 Cycle Q Clear(g_c), s 5.5 13.2 14.1 4.9 15.7 17.5 6.5 24.1 0.0 4.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10 Lane Grp Cap(c), veh/h 241 381 315 263 375 305 585 1036 880 420 0 974 V/C Ratio(X) 0.46 0.63 0.66 0.38 0.74 0.81 0.38 0.69 0.00 0.38 0.00 0.76 Avail Cap(c_a), veh/h 241 432 357 269 440 359 585 1036 880 425 0 974 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.69 0.00 0.69 Uniform Delay (d), s/veh 34.8 42.9 43.3 34.6 44.3 45.0 10.2 11.3 0.0 12.5 0.0 0.0 Incr Delay (d2), s/veh 1.4 2.4 3.9 0.9 5.5 11.5 0.4 3.7 0.0 0.4 0.0 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 2.7 6.9 6.1 2.3 8.4 8.1 2.6 9.4 0.0 1.8 0.0 1.0 Lane Grp Delay (d), s/veh 36.1 45.3 47.1 35.5 49.8 56.5 10.6 15.0 0.0 12.8 0.0 3.9 Lane Grp LOS D D D D D E B B B A Approach Vol, veh/h 561 625 934 896 Approach Delay, s/veh 44.2 50.2 14.0 5.4 Approach LOS D D B A Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 11.0 27.9 10.6 27.6 11.0 67.3 10.7 67.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 25.0 7.0 25.5 7.0 61.0 7.0 61.0 Max Q Clear Time (g_c+I1), s 7.5 16.1 6.9 19.5 8.5 26.1 6.7 2.0 Green Ext Time (p_c), s 0.0 2.6 0.0 2.0 0.0 6.7 0.0 6.9 Intersection Summary HCM 2010 Ctrl Delay 24.6 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln 2015 Total PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 67 11 31 11 67 11 31 Maximum Split (%) 9.2% 55.8% 9.2% 25.8% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 50 61 92 103 50 61 End Time (s) 103 50 61 92 103 50 61 92 Yield/Force Off (s) 99 44 57 86 99 44 57 86.5 Yield/Force Off 170(s) 99 27 57 73 99 27 57 74.5 Local Start Time (s) 42 53 0 11 42 53 0 11 Local Yield (s) 49 114 7 36 49 114 7 36.5 Local Yield 170(s) 49 97 7 23 49 97 7 24.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 50 (42%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 TWSC 4: East Access & Lincoln 2015 Total AM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Intersection Intersection Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 29 204 31 0 234 20 7 0 3 3 0 4 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 None None None None None None None None Storage Length 250 160 250 0 0 0 0 0 Median Width 14 14 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 240 36 0 275 24 8 0 4 4 0 5 Number of Lanes 1 1 1 1 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 299 0 0 240 0 0 597 607 240 597 595 287 Stage 1 - - - - - - 308 308 - 287 287 - Stage 2 - - - - - - 289 299 - 310 308 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1262 - - 1327 - - 415 411 799 415 417 752 Stage 1 - - - - - - 702 660 - 720 674 - Stage 2 - - - - - - 719 666 - 700 660 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1262 - - 1327 - - 404 400 799 405 406 752 Mov Capacity-2 Maneuver - - - - - - 404 400 - 405 406 - Stage 1 - - - - - - 683 642 - 701 674 - Stage 2 - - - - - - 715 666 - 678 642 - Approach EB WB NB SB HCM Control Delay, s 0.9 0 12.8 11.6 HCM LOS - - B B Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 474 1262 - - 1327 - - 550 HCM Control Delay, s 12.8 7.932 - - 0 - - 11.6 HCM Lane V/C Ratio 0.03 0.03 - - - - - 0.01 HCM Lane LOS B A - - A - - B HCM 95th-tile Q, veh 0.1 0.1 - - 0.0 - - 0.0 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 4: East Access & Lincoln 2015 Total PM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Intersection Intersection Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 4 363 10 0 399 3 33 0 13 20 0 31 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 None None None None None None None None Storage Length 250 160 250 0 0 0 0 0 Median Width 14 14 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 427 12 0 469 4 39 0 15 24 0 36 Number of Lanes 1 1 1 1 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 473 0 0 427 0 0 925 909 427 915 907 471 Stage 1 - - - - - - 436 436 - 471 471 - Stage 2 - - - - - - 489 473 - 444 436 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1089 - - 1132 - - 250 275 628 253 276 593 Stage 1 - - - - - - 599 580 - 573 560 - Stage 2 - - - - - - 561 558 - 593 580 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1089 - - 1132 - - 234 274 628 246 275 593 Mov Capacity-2 Maneuver - - - - - - 234 274 - 246 275 - Stage 1 - - - - - - 596 577 - 570 560 - Stage 2 - - - - - - 526 558 - 576 577 - Approach EB WB NB SB HCM Control Delay, s 0.1 0 20.6 16.2 HCM LOS - - C C Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 284 1089 - - 1132 - - 382 HCM Control Delay, s 20.6 8.32 - - 0 - - 16.2 HCM Lane V/C Ratio 0.19 0.00 - - - - - 0.16 HCM Lane LOS C A - - A - - C HCM 95th-tile Q, veh 0.7 0.0 - - 0.0 - - 0.6 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 Signalized Intersection Summary 127: Lemay & Vine 2015 Total AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 17 85 53 60 119 96 31 359 19 45 634 38 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.97 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 190.4 186.3 186.3 190.6 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 206 239 163 285 223 180 100 1078 55 99 1104 65 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 1.00 1.00 1.00 0.66 0.66 0.66 Sat Flow, veh/h 1121 1046 712 1227 977 788 75 1633 83 74 1673 98 Grp Volume(v), veh/h 20 0 153 71 0 253 475 0 0 844 0 0 Grp Sat Flow(s),veh/h/ln 1121 0 1758 1227 0 1765 1791 0 0 1846 0 0 Q Serve(g_s), s 1.2 0.0 5.6 4.0 0.0 9.8 0.0 0.0 0.0 3.2 0.0 0.0 Cycle Q Clear(g_c), s 11.1 0.0 5.6 9.6 0.0 9.8 0.0 0.0 0.0 20.7 0.0 0.0 Prop In Lane 1.00 0.41 1.00 0.45 0.08 0.05 0.06 0.05 Lane Grp Cap(c), veh/h 206 0 402 285 0 403 1232 0 0 1268 0 0 V/C Ratio(X) 0.10 0.00 0.38 0.25 0.00 0.63 0.39 0.00 0.00 0.67 0.00 0.00 Avail Cap(c_a), veh/h 310 0 565 399 0 567 1827 0 0 1913 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 31.5 0.0 24.9 28.9 0.0 26.5 0.0 0.0 0.0 7.9 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 2.2 1.6 0.0 5.7 0.9 0.0 0.0 2.8 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 Back of Q (50%), veh/ln 0.4 0.0 2.5 1.3 0.0 4.7 0.3 0.0 0.0 8.7 0.0 0.0 Lane Grp Delay (d), s/veh 32.2 0.0 27.0 30.5 0.0 32.2 0.9 0.0 0.0 10.7 0.0 0.0 Lane Grp LOS C C C C A B Approach Vol, veh/h 173 324 475 844 Approach Delay, s/veh 27.6 31.8 0.9 10.7 Approach LOS C C A B Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 21.9 21.9 54.3 54.3 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 23.5 23.5 76.0 76.5 Max Q Clear Time (g_c+I1), s 13.1 11.8 2.0 22.7 Green Ext Time (p_c), s 3.3 3.6 30.3 26.6 Intersection Summary HCM 2010 Ctrl Delay 13.5 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 127: Lemay & Vine 2015 Total AM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total am.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine HCM 2010 Signalized Intersection Summary 127: Lemay & Vine 2015 Total PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 46 161 76 52 116 151 74 798 67 68 612 29 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 190.0 186.3 186.3 191.3 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 100 254 123 137 159 209 91 797 70 89 711 34 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.95 0.95 0.95 0.72 0.72 0.72 Sat Flow, veh/h 1060 1198 582 1102 752 984 82 1110 98 78 991 48 Grp Volume(v), veh/h 54 0 272 61 0 314 1043 0 0 794 0 0 Grp Sat Flow(s),veh/h/ln 1060 0 1780 1102 0 1736 1290 0 0 1117 0 0 Q Serve(g_s), s 4.6 0.0 17.1 6.6 0.0 20.9 5.9 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 25.5 0.0 17.1 23.7 0.0 20.9 86.4 0.0 0.0 80.5 0.0 0.0 Prop In Lane 1.00 0.33 1.00 0.57 0.08 0.08 0.10 0.04 Lane Grp Cap(c), veh/h 100 0 377 137 0 368 958 0 0 834 0 0 V/C Ratio(X) 0.54 0.00 0.72 0.45 0.00 0.85 1.09 0.00 0.00 0.95 0.00 0.00 Avail Cap(c_a), veh/h 100 0 377 137 0 368 958 0 0 836 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.75 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 58.5 0.0 44.1 55.2 0.0 45.6 5.5 0.0 0.0 11.1 0.0 0.0 Incr Delay (d2), s/veh 15.8 0.0 10.1 8.1 0.0 20.4 52.8 0.0 0.0 21.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 2.1 0.0 8.7 2.2 0.0 11.2 16.9 0.0 0.0 19.3 0.0 0.0 Lane Grp Delay (d), s/veh 74.3 0.0 54.2 63.3 0.0 66.1 58.4 0.0 0.0 32.5 0.0 0.0 Lane Grp LOS E D E E F C Approach Vol, veh/h 326 375 1043 794 Approach Delay, s/veh 57.5 65.6 58.4 32.5 Approach LOS E E E C Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 30.0 30.0 90.4 90.4 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 24.5 24.5 85.0 85.5 Max Q Clear Time (g_c+I1), s 27.5 25.7 88.4 82.5 Green Ext Time (p_c), s 0.0 0.0 0.0 2.9 Intersection Summary HCM 2010 Ctrl Delay 51.2 HCM 2010 LOS D Notes Timing Report, Sorted By Phase 127: Lemay & Vine 2015 Total PM Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2015 total pm.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 90 30 90 30 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 43 13 43 13 End Time (s) 13 43 13 43 Yield/Force Off (s) 8.5 37.5 8 37.5 Yield/Force Off 170(s) 118.5 27.5 118 27.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 115.5 24.5 115 24.5 Local Yield 170(s) 105.5 14.5 105 14.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine APPENDIX G HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2018 Total AM Link-N-Greens PDP 1/11/2013 Synchro 8 Light Report Delich Associates 2018 total am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 224 827 10 263 1073 286 7 553 163 201 506 114 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 1 2 1 Cap, veh/h 324 1354 655 383 1983 667 280 751 349 304 1077 482 Arrive On Green 0.09 0.40 0.00 0.11 0.41 0.00 0.02 0.21 0.00 0.22 0.61 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 243 899 0 286 1166 0 8 601 0 218 550 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 7.3 22.9 0.0 8.5 19.7 0.0 0.4 17.1 0.0 8.6 9.4 0.0 Cycle Q Clear(g_c), s 7.3 22.9 0.0 8.5 19.7 0.0 0.4 17.1 0.0 8.6 9.4 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 324 1354 655 383 1983 667 280 751 349 304 1077 482 V/C Ratio(X) 0.75 0.66 0.00 0.75 0.59 0.00 0.03 0.80 0.00 0.72 0.51 0.00 Avail Cap(c_a), veh/h 324 1354 655 454 1983 667 383 917 427 310 1077 482 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 46.8 26.2 0.0 45.7 24.7 0.0 31.6 39.7 0.0 21.5 16.3 0.0 Incr Delay (d2), s/veh 9.3 2.6 0.0 5.6 1.3 0.0 0.0 4.2 0.0 7.6 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 Back of Q (50%), veh/ln 3.6 9.7 0.0 4.0 8.0 0.0 0.2 8.0 0.0 5.6 3.1 0.0 Lane Grp Delay (d), s/veh 56.1 28.7 0.0 51.3 25.9 0.0 31.7 43.9 0.0 29.1 16.7 0.0 Lane Grp LOS E C D C C D C B Approach Vol, veh/h 1142 1452 609 768 Approach Delay, s/veh 34.6 30.9 43.7 20.2 Approach LOS C C D C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 15.5 47.7 15.8 48.0 4.8 28.0 14.6 37.8 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 9.0 37.5 13.0 42.0 7.0 26.5 11.0 30.5 Max Q Clear Time (g_c+I1), s 9.3 24.9 10.5 21.7 2.4 19.1 10.6 11.4 Green Ext Time (p_c), s 0.0 3.8 0.3 4.8 0.0 2.2 0.0 4.5 Intersection Summary HCM 2010 Ctrl Delay 31.9 HCM 2010 LOS C Notes HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2018 Total PM Link-N-Greens PDP 1/11/2013 Synchro 8 Light Report Delich Associates 2018 total pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 308 1112 8 419 1126 272 20 763 373 381 819 355 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 1 2 1 Cap, veh/h 588 1178 569 488 1509 508 227 782 364 311 1194 534 Arrive On Green 0.17 0.35 0.00 0.14 0.31 0.00 0.03 0.22 0.00 0.28 0.67 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 1774 3539 1583 Grp Volume(v), veh/h 318 1146 0 432 1161 0 21 787 0 393 844 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1774 1770 1583 Q Serve(g_s), s 10.1 39.8 0.0 14.8 25.8 0.0 1.1 26.5 0.0 17.0 17.8 0.0 Cycle Q Clear(g_c), s 10.1 39.8 0.0 14.8 25.8 0.0 1.1 26.5 0.0 17.0 17.8 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 588 1178 569 488 1509 508 227 782 364 311 1194 534 V/C Ratio(X) 0.54 0.97 0.00 0.89 0.77 0.00 0.09 1.01 0.00 1.26 0.71 0.00 Avail Cap(c_a), veh/h 631 1178 569 488 1509 508 301 782 364 311 1194 534 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 45.5 38.7 0.0 50.5 37.6 0.0 34.6 46.8 0.0 29.7 15.8 0.0 Incr Delay (d2), s/veh 0.8 20.5 0.0 17.6 3.8 0.0 0.2 33.9 0.0 141.3 1.9 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 Back of Q (50%), veh/ln 4.5 20.1 0.0 7.6 11.0 0.0 0.5 15.5 0.0 20.9 4.9 0.0 Lane Grp Delay (d), s/veh 46.2 59.2 0.0 68.1 41.5 0.0 34.8 80.7 0.0 171.0 17.8 0.0 Lane Grp LOS D E E D C F F B Approach Vol, veh/h 1464 1593 808 1237 Approach Delay, s/veh 56.4 48.7 79.5 66.4 Approach LOS E D E E Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 26.0 47.0 21.0 42.0 6.0 32.0 20.0 46.0 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 21.0 40.5 16.0 36.0 7.0 25.5 16.0 34.5 Max Q Clear Time (g_c+I1), s 12.1 41.8 16.8 27.8 3.1 28.5 19.0 19.8 Green Ext Time (p_c), s 4.2 0.0 0.0 3.2 0.0 0.0 0.0 6.1 Intersection Summary HCM 2010 Ctrl Delay 60.1 HCM 2010 LOS E Notes HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2018 Total AM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total am dual sb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 224 827 10 263 1073 286 7 553 163 201 506 114 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 2 2 1 Cap, veh/h 330 1383 668 385 2018 679 31 777 362 310 1034 463 Arrive On Green 0.10 0.41 0.00 0.11 0.41 0.00 0.02 0.22 0.00 0.18 0.58 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 3442 3539 1583 Grp Volume(v), veh/h 243 899 0 286 1166 0 8 601 0 218 550 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1721 1770 1583 Q Serve(g_s), s 7.2 22.2 0.0 8.4 19.2 0.0 0.5 16.6 0.0 6.2 9.8 0.0 Cycle Q Clear(g_c), s 7.2 22.2 0.0 8.4 19.2 0.0 0.5 16.6 0.0 6.2 9.8 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 330 1383 668 385 2018 679 31 777 362 310 1034 463 V/C Ratio(X) 0.74 0.65 0.00 0.74 0.58 0.00 0.26 0.77 0.00 0.70 0.53 0.00 Avail Cap(c_a), veh/h 330 1383 668 462 2018 679 136 933 434 396 1069 478 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 45.9 25.0 0.0 44.9 23.6 0.0 50.6 38.3 0.0 41.5 17.4 0.0 Incr Delay (d2), s/veh 8.4 2.4 0.0 5.2 1.2 0.0 4.3 3.4 0.0 4.0 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 3.5 9.4 0.0 3.9 7.7 0.0 0.2 7.6 0.0 2.7 3.3 0.0 Lane Grp Delay (d), s/veh 54.2 27.4 0.0 50.1 24.9 0.0 54.8 41.6 0.0 45.4 17.9 0.0 Lane Grp LOS D C D C D D D B Approach Vol, veh/h 1142 1452 609 768 Approach Delay, s/veh 33.1 29.8 41.8 25.7 Approach LOS C C D C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 15.5 47.8 15.7 48.0 4.8 28.4 12.4 36.0 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 9.0 37.5 13.0 42.0 7.0 26.5 11.0 30.5 Max Q Clear Time (g_c+I1), s 9.2 24.2 10.4 21.2 2.5 18.6 8.2 11.8 Green Ext Time (p_c), s 0.0 3.9 0.3 4.9 0.0 3.0 0.2 4.5 Intersection Summary HCM 2010 Ctrl Delay 31.8 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) 2018 Total AM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total am dual sb lt.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 37 18 44 15 33 14 48 Maximum Split (%) 10.0% 33.6% 16.4% 40.0% 13.6% 30.0% 12.7% 43.6% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 2 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 16 19 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 79 90 17 35 79 94 65 17 End Time (s) 90 17 35 79 94 17 79 65 Yield/Force Off (s) 86 10.5 30 72.5 90 10.5 74 59 Yield/Force Off 170(s) 86 103.5 30 56.5 90 101.5 74 44 Local Start Time (s) 0 11 48 66 0 15 96 48 Local Yield (s) 7 41.5 61 103.5 11 41.5 105 90 Local Yield 170(s) 7 24.5 61 87.5 11 22.5 105 75 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 79 (72%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 Signalized Intersection Summary 72: Lemay & Mulberry (State 14) 2018 Total PM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total pm dual sb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 308 1112 8 419 1126 272 20 763 373 381 819 355 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 179.2 193.7 186.3 179.2 193.7 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 2 2 1 2 3 1 1 2 1 2 2 1 Cap, veh/h 593 1187 574 491 1521 512 45 788 366 464 1176 526 Arrive On Green 0.17 0.35 0.00 0.14 0.31 0.00 0.03 0.22 0.00 0.27 0.66 0.00 Sat Flow, veh/h 3442 3406 1647 3442 4893 1647 1774 3539 1647 3442 3539 1583 Grp Volume(v), veh/h 318 1146 0 432 1161 0 21 787 0 393 844 0 Grp Sat Flow(s),veh/h/ln 1721 1703 1647 1721 1631 1647 1774 1770 1647 1721 1770 1583 Q Serve(g_s), s 10.0 39.3 0.0 14.7 25.5 0.0 1.4 26.5 0.0 12.9 18.2 0.0 Cycle Q Clear(g_c), s 10.0 39.3 0.0 14.7 25.5 0.0 1.4 26.5 0.0 12.9 18.2 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 593 1187 574 491 1521 512 45 788 366 464 1176 526 V/C Ratio(X) 0.54 0.97 0.00 0.88 0.76 0.00 0.47 1.00 0.00 0.85 0.72 0.00 Avail Cap(c_a), veh/h 636 1187 574 491 1521 512 119 788 366 491 1176 526 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 45.0 38.1 0.0 50.0 37.1 0.0 57.2 46.3 0.0 42.3 16.4 0.0 Incr Delay (d2), s/veh 0.8 19.0 0.0 16.6 3.7 0.0 7.5 31.8 0.0 12.4 2.1 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 Back of Q (50%), veh/ln 4.4 19.5 0.0 7.5 10.9 0.0 0.7 15.3 0.0 5.7 5.3 0.0 Lane Grp Delay (d), s/veh 45.7 57.1 0.0 66.6 40.8 0.0 64.7 78.1 0.0 54.7 18.5 0.0 Lane Grp LOS D E E D E E D B Approach Vol, veh/h 1464 1593 808 1237 Approach Delay, s/veh 54.6 47.8 77.7 30.0 Approach LOS D D E C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 26.0 47.0 21.0 42.0 6.0 32.0 19.1 45.1 Change Period (Y+Rc), s 6.5 6.5 5.0 6.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 21.0 40.5 16.0 36.0 7.0 25.5 16.0 34.5 Max Q Clear Time (g_c+I1), s 12.0 41.3 16.7 27.5 3.4 28.5 14.9 20.2 Green Ext Time (p_c), s 4.2 0.0 0.0 3.3 0.0 0.0 0.2 6.1 Intersection Summary HCM 2010 Ctrl Delay 50.2 HCM 2010 LOS D Notes Timing Report, Sorted By Phase 72: Lemay & Mulberry (State 14) 2018 Total PM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total pm dual sb lt.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None None C-Max None None None Max Maximum Split (s) 11 41 21 47 20 32 26 42 Maximum Split (%) 9.2% 34.2% 17.5% 39.2% 16.7% 26.7% 21.7% 35.0% Minimum Split (s) 11 30.5 11 29.5 11 32.5 11 28 Yellow Time (s) 3 4 3 4.5 3 4 3 4 All-Red Time (s) 1 2.5 2 2 1 2.5 2 2 Minimum Initial (s) 4 10 4 15 4 10 4 10 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 Flash Dont Walk (s) 17 16 15 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 46 87 108 35 55 9 87 End Time (s) 46 87 108 35 55 87 35 9 Yield/Force Off (s) 42 80.5 103 28.5 51 80.5 30 3 Yield/Force Off 170(s) 42 63.5 103 12.5 51 80.5 30 108 Local Start Time (s) 0 11 52 73 0 20 94 52 Local Yield (s) 7 45.5 68 113.5 16 45.5 115 88 Local Yield 170(s) 7 28.5 68 97.5 16 45.5 115 73 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 105 Offset: 35 (29%), Referenced to phase 4:EBT, Start of Red Splits and Phases: 72: Lemay & Mulberry (State 14) HCM 2010 TWSC 7: Lemay & RT Access 2018 Total AM Link-N-Greens PDP 1/11/2013 Synchro 8 Light Report Delich Associates 2018 total am.syn Intersection Intersection Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 44 0 1042 777 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 0 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 51 0 1212 903 23 Number of Lanes 0 1 0 2 2 0 Major/Minor Major 1 Major 2 Conflicting Flow All 1521 463 927 0 - 0 Stage 1 915 - - - - - Stage 2 606 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 109 546 733 - - - Stage 1 351 - - - - - Stage 2 507 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 109 546 733 - - - Mov Capacity-2 Maneuver 109 - - - - - Stage 1 351 - - - - - Stage 2 507 - - - - - Approach EB NB SB HCM Control Delay, s 12.3 0 0 HCM LOS B - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 733 - 546 - - HCM Control Delay, s 0 - 12.3 - - HCM Lane V/C Ratio - - 0.09 - - HCM Lane LOS A - B - - HCM 95th-tile Q, veh 0.0 - 0.3 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 7: Lemay & RT Access 2018 Total PM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2018 total pm.syn Intersection Intersection Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 78 0 1260 1477 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 0 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 81 0 1313 1539 23 Number of Lanes 0 1 0 2 2 0 Major/Minor Major 1 Major 2 Conflicting Flow All 2206 781 1561 0 - 0 Stage 1 1550 - - - - - Stage 2 656 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 38 338 419 - - - Stage 1 161 - - - - - Stage 2 478 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 38 338 419 - - - Mov Capacity-2 Maneuver 38 - - - - - Stage 1 161 - - - - - Stage 2 478 - - - - - Approach EB NB SB HCM Control Delay, s 19 0 0 HCM LOS C - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 419 - 338 - - HCM Control Delay, s 0 - 19 - - HCM Lane V/C Ratio - - 0.24 - - HCM Lane LOS A - C - - HCM 95th-tile Q, veh 0.0 - 0.9 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia 2018 Total AM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total am dual sb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 37 0 28 113 0 36 185 789 68 113 656 35 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 1 1 0 2 1 0 1 2 1 1 2 1 Cap, veh/h 73 0 83 291 0 168 553 2251 1045 464 2196 980 Arrive On Green 0.04 0.00 0.05 0.08 0.00 0.11 0.07 0.64 0.64 0.06 0.62 0.62 Sat Flow, veh/h 1774 0 1583 3442 0 1579 1774 3539 1643 1774 3539 1580 Grp Volume(v), veh/h 43 0 33 131 0 42 215 917 79 131 763 41 Grp Sat Flow(s),veh/h/ln 1774 0 1583 1721 0 1579 1774 1770 1643 1774 1770 1580 Q Serve(g_s), s 2.2 0.0 1.9 3.4 0.0 2.3 3.7 12.0 1.7 2.4 9.8 1.0 Cycle Q Clear(g_c), s 2.2 0.0 1.9 3.4 0.0 2.3 3.7 12.0 1.7 2.4 9.8 1.0 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 73 0 83 291 0 168 553 2251 1045 464 2196 980 V/C Ratio(X) 0.59 0.00 0.40 0.45 0.00 0.25 0.39 0.41 0.08 0.28 0.35 0.04 Avail Cap(c_a), veh/h 151 0 294 329 0 327 594 2251 1045 532 2196 980 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.4 0.0 43.2 41.1 0.0 38.6 5.5 8.4 6.6 6.1 8.7 7.0 Incr Delay (d2), s/veh 7.4 0.0 3.0 1.1 0.0 0.8 0.4 0.5 0.1 0.3 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.2 0.0 0.8 1.6 0.0 1.0 1.3 4.6 0.7 0.8 3.7 0.3 Lane Grp Delay (d), s/veh 51.8 0.0 46.2 42.1 0.0 39.4 5.9 9.0 6.7 6.4 9.1 7.0 Lane Grp LOS D D D D A A A A A A Approach Vol, veh/h 76 173 1211 935 Approach Delay, s/veh 49.4 41.5 8.3 8.6 Approach LOS D D A A Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 6.9 9.5 12.0 14.6 9.8 64.5 8.4 63.0 Change Period (Y+Rc), s 4.0 5.5 5.0 5.5 4.0 5.5 4.0 5.5 Max Green Setting (Gmax), s 7.0 16.5 8.0 18.5 8.0 57.5 8.0 57.5 Max Q Clear Time (g_c+I1), s 4.2 3.9 5.4 4.3 5.7 14.0 4.4 11.8 Green Ext Time (p_c), s 0.0 0.2 0.1 0.3 0.1 9.5 0.1 9.5 Intersection Summary HCM 2010 Ctrl Delay 12.1 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia 2018 Total AM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total am dual sb lt.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL 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) 12 63 13 22 12 63 11 24 Maximum Split (%) 10.9% 57.3% 11.8% 20.0% 10.9% 57.3% 10.0% 21.8% Minimum Split (s) 11 24.5 13 29.5 11 24.5 11 29.5 Yellow Time (s) 3 4 3 4 3 4 3 4 All-Red Time (s) 1 1.5 2 1.5 1 1.5 1 1.5 Minimum Initial (s) 4 7 7 4 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 12 12 Dual Entry No Yes Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 72 84 37 50 72 84 37 48 End Time (s) 84 37 50 72 84 37 48 72 Yield/Force Off (s) 80 31.5 45 66.5 80 31.5 44 66.5 Yield/Force Off 170(s) 80 19.5 45 66.5 80 19.5 44 66.5 Local Start Time (s) 35 47 0 13 35 47 0 11 Local Yield (s) 43 104.5 8 29.5 43 104.5 7 29.5 Local Yield 170(s) 43 92.5 8 29.5 43 92.5 7 29.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 37 (34%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 Signalized Intersection Summary 145: Lemay & Magnolia 2018 Total PM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total pm dual sb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 66 0 90 405 0 133 115 869 276 184 1004 32 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 193.7 186.3 186.3 186.3 Lanes 1 1 0 2 1 0 1 2 1 1 2 1 Cap, veh/h 104 0 145 459 0 277 323 2000 928 378 2049 914 Arrive On Green 0.06 0.00 0.09 0.13 0.00 0.18 0.05 0.56 0.56 0.02 0.19 0.19 Sat Flow, veh/h 1774 0 1583 3442 0 1581 1774 3539 1642 1774 3539 1579 Grp Volume(v), veh/h 69 0 94 422 0 139 120 905 288 192 1046 33 Grp Sat Flow(s),veh/h/ln 1774 0 1583 1721 0 1581 1774 1770 1642 1774 1770 1579 Q Serve(g_s), s 4.3 0.0 6.4 13.6 0.0 8.9 3.1 16.8 10.4 4.6 29.8 1.9 Cycle Q Clear(g_c), s 4.3 0.0 6.4 13.6 0.0 8.9 3.1 16.8 10.4 4.6 29.8 1.9 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 104 0 145 459 0 277 323 2000 928 378 2049 914 V/C Ratio(X) 0.67 0.00 0.65 0.92 0.00 0.50 0.37 0.45 0.31 0.51 0.51 0.04 Avail Cap(c_a), veh/h 142 0 247 459 0 345 354 2000 928 384 2049 914 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.8 0.0 49.3 48.1 0.0 41.9 13.4 14.3 12.9 10.9 31.2 19.9 Incr Delay (d2), s/veh 7.1 0.0 4.8 23.5 0.0 1.4 0.7 0.7 0.9 1.1 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 2.2 0.0 2.9 7.5 0.0 3.7 1.3 6.9 4.2 2.0 14.6 0.7 Lane Grp Delay (d), s/veh 59.0 0.0 54.1 71.6 0.0 43.3 14.1 15.0 13.8 12.0 32.1 20.0 Lane Grp LOS E D E D B B B B C B Approach Vol, veh/h 163 561 1313 1271 Approach Delay, s/veh 56.2 64.6 14.7 28.7 Approach LOS E E B C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 9.6 14.8 19.0 24.2 9.0 68.0 10.6 69.6 Change Period (Y+Rc), s 4.0 5.5 5.0 5.5 4.0 5.5 4.0 5.5 Max Green Setting (Gmax), s 8.0 16.5 14.0 23.5 7.0 62.5 7.0 62.5 Max Q Clear Time (g_c+I1), s 6.3 8.4 15.6 10.9 5.1 18.8 6.6 31.8 Green Ext Time (p_c), s 0.0 0.8 0.0 1.1 0.0 13.8 0.0 12.5 Intersection Summary HCM 2010 Ctrl Delay 30.6 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 145: Lemay & Magnolia 2018 Total PM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total pm dual sb lt.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBT SBL NBTL 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) 11 68 19 22 11 68 12 29 Maximum Split (%) 9.2% 56.7% 15.8% 18.3% 9.2% 56.7% 10.0% 24.2% Minimum Split (s) 11 24.5 13 29.5 11 24.5 11 29.5 Yellow Time (s) 3 4 3 4 3 4 3 4 All-Red Time (s) 1 1.5 2 1.5 1 1.5 1 1.5 Minimum Initial (s) 4 7 7 4 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 12 12 Dual Entry No Yes Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 34 45 113 12 34 45 113 5 End Time (s) 45 113 12 34 45 113 5 34 Yield/Force Off (s) 41 107.5 7 28.5 41 107.5 1 28.5 Yield/Force Off 170(s) 41 95.5 7 28.5 41 95.5 1 28.5 Local Start Time (s) 41 52 0 19 41 52 0 12 Local Yield (s) 48 114.5 14 35.5 48 114.5 8 35.5 Local Yield 170(s) 48 102.5 14 35.5 48 102.5 8 35.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 113 (94%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 145: Lemay & Magnolia HCM 2010 TWSC 2: Lemay & 3/4 Access 2018 Total AM Link-N-Greens PDP 1/11/2013 Synchro 8 Light Report Delich Associates 2018 total am.syn Intersection Intersection Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 49 210 637 755 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 335 235 Median Width 0 13 13 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 58 247 749 888 53 Number of Lanes 0 1 1 2 2 1 Major/Minor Major 1 Major 2 Conflicting Flow All 1757 444 888 0 - 0 Stage 1 888 - - - - - Stage 2 869 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 76 561 758 - - - Stage 1 362 - - - - - Stage 2 371 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 51 561 758 - - - Mov Capacity-2 Maneuver 51 - - - - - Stage 1 362 - - - - - Stage 2 250 - - - - - Approach EB NB SB HCM Control Delay, s 12.2 3 0 HCM LOS B - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 758 - 561 - - HCM Control Delay, s 12.029 - 12.2 - - HCM Lane V/C Ratio 0.33 - 0.10 - - HCM Lane LOS B - B - - HCM 95th-tile Q, veh 1.4 - 0.3 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 2: Lemay & 3/4 Access 2018 Total PM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2018 total pm.syn Intersection Intersection Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 242 57 1033 978 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 335 235 Median Width 0 13 13 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.94 0.93 0.85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 285 67 1099 1052 11 Number of Lanes 0 1 1 2 2 1 Major/Minor Major 1 Major 2 Conflicting Flow All 1736 526 1052 0 - 0 Stage 1 1052 - - - - - Stage 2 684 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 79 496 657 - - - Stage 1 297 - - - - - Stage 2 462 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 71 496 657 - - - Mov Capacity-2 Maneuver 71 - - - - - Stage 1 297 - - - - - Stage 2 415 - - - - - Approach EB NB SB HCM Control Delay, s 21.6 0.6 0 HCM LOS C - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 657 - 496 - - HCM Control Delay, s 11.101 - 21.6 - - HCM Lane V/C Ratio 0.10 - 0.57 - - HCM Lane LOS B - C - - HCM 95th-tile Q, veh 0.3 - 3.6 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln 2018 Total AM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total am dual sb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 24 172 131 79 125 106 186 313 42 154 600 110 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 241 263 216 225 328 267 348 1117 950 610 877 160 Arrive On Green 0.03 0.14 0.14 0.06 0.17 0.17 0.02 0.19 0.00 0.07 0.57 0.57 Sat Flow, veh/h 1845 1937 1593 1845 1937 1578 1845 1937 1647 1774 1532 280 Grp Volume(v), veh/h 28 202 154 93 147 125 219 368 0 181 0 835 Grp Sat Flow(s),veh/h/ln 1845 1937 1593 1845 1937 1578 1845 1937 1647 1774 0 1812 Q Serve(g_s), s 1.3 10.5 9.7 4.2 7.1 7.5 4.8 17.2 0.0 4.3 0.0 38.3 Cycle Q Clear(g_c), s 1.3 10.5 9.7 4.2 7.1 7.5 4.8 17.2 0.0 4.3 0.0 38.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.15 Lane Grp Cap(c), veh/h 241 263 216 225 328 267 348 1117 950 610 0 1037 V/C Ratio(X) 0.12 0.77 0.71 0.41 0.45 0.47 0.63 0.33 0.00 0.30 0.00 0.80 Avail Cap(c_a), veh/h 325 314 258 247 328 267 368 1117 950 671 0 1037 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.70 0.00 0.70 Uniform Delay (d), s/veh 37.0 43.7 43.3 32.2 39.1 39.3 19.0 24.9 0.0 9.1 0.0 17.8 Incr Delay (d2), s/veh 0.2 9.2 7.2 1.2 1.0 1.3 3.2 0.8 0.0 0.2 0.0 4.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.6 5.9 4.3 2.0 3.6 3.1 3.2 9.3 0.0 1.7 0.0 17.6 Lane Grp Delay (d), s/veh 37.2 52.9 50.5 33.4 40.1 40.5 22.2 25.7 0.0 9.3 0.0 22.5 Lane Grp LOS D D D C D D C C A C Approach Vol, veh/h 384 365 587 1016 Approach Delay, s/veh 50.8 38.5 24.4 20.2 Approach LOS D D C C Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 6.2 19.2 9.8 22.7 10.8 65.4 10.4 65.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 16.0 7.0 16.5 8.0 57.0 10.0 59.0 Max Q Clear Time (g_c+I1), s 3.3 12.5 6.2 9.5 6.8 19.2 6.3 40.3 Green Ext Time (p_c), s 0.0 0.7 0.0 1.4 0.1 5.4 0.2 4.8 Intersection Summary HCM 2010 Ctrl Delay 29.1 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln 2018 Total AM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total am dual sb lt.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 65 11 22 14 63 11 22 Maximum Split (%) 10.9% 59.1% 10.0% 20.0% 12.7% 57.3% 10.0% 20.0% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 Flash Dont Walk (s) 17 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20 32 97 108 20 34 97 108 End Time (s) 32 97 108 20 34 97 108 20 Yield/Force Off (s) 28 91 104 14 30 91 104 14.5 Yield/Force Off 170(s) 28 74 104 14 30 74 104 14.5 Local Start Time (s) 33 45 0 11 33 47 0 11 Local Yield (s) 41 104 7 27 43 104 7 27.5 Local Yield 170(s) 41 87 7 27 43 87 7 27.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 97 (88%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 Signalized Intersection Summary 73: Lemay & Lincoln 2018 Total PM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total pm dual sb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 123 233 222 98 272 234 263 745 81 145 676 75 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 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 193.7 193.7 193.7 193.7 193.7 186.3 193.7 193.7 193.7 186.3 186.3 186.3 Lanes 1 1 1 1 1 1 1 1 1 1 1 0 Cap, veh/h 233 395 326 253 395 322 550 1017 864 354 858 101 Arrive On Green 0.07 0.20 0.20 0.07 0.20 0.20 0.09 0.70 0.00 0.14 1.00 1.00 Sat Flow, veh/h 1845 1937 1600 1845 1937 1579 1845 1937 1647 1774 1634 193 Grp Volume(v), veh/h 145 271 261 115 306 269 309 793 0 171 0 813 Grp Sat Flow(s),veh/h/ln 1845 1937 1600 1845 1937 1579 1845 1937 1647 1774 0 1828 Q Serve(g_s), s 7.3 15.3 18.3 5.7 17.6 19.3 8.0 32.0 0.0 5.3 0.0 0.0 Cycle Q Clear(g_c), s 7.3 15.3 18.3 5.7 17.6 19.3 8.0 32.0 0.0 5.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 233 395 326 253 395 322 550 1017 864 354 0 959 V/C Ratio(X) 0.62 0.69 0.80 0.45 0.77 0.83 0.56 0.78 0.00 0.48 0.00 0.85 Avail Cap(c_a), veh/h 233 426 352 253 435 354 550 1017 864 354 0 959 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.58 0.00 0.58 Uniform Delay (d), s/veh 35.6 43.5 44.7 34.5 44.4 45.1 11.8 13.3 0.0 15.3 0.0 0.0 Incr Delay (d2), s/veh 5.0 4.1 11.6 1.3 7.8 14.7 1.3 5.9 0.0 0.6 0.0 5.6 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 Back of Q (50%), veh/ln 3.7 8.1 8.5 2.8 9.6 9.1 4.0 13.2 0.0 2.0 0.0 1.5 Lane Grp Delay (d), s/veh 40.6 47.6 56.3 35.8 52.2 59.8 13.1 19.2 0.0 15.9 0.0 5.6 Lane Grp LOS D D E D D E B B B A Approach Vol, veh/h 677 690 1102 984 Approach Delay, s/veh 49.4 52.4 17.5 7.4 Approach LOS D D B A Timer Assigned Phs 7 4 3 8 1 6 5 2 Phs Duration (G+Y+Rc), s 11.0 29.1 11.0 29.1 11.0 67.0 11.0 67.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 25.0 7.0 25.5 7.0 61.0 7.0 61.0 Max Q Clear Time (g_c+I1), s 9.3 20.3 7.7 21.3 10.0 34.0 7.3 2.0 Green Ext Time (p_c), s 0.0 1.9 0.0 1.8 0.0 7.6 0.0 8.4 Intersection Summary HCM 2010 Ctrl Delay 27.9 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 73: Lemay & Lincoln 2018 Total PM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total pm dual sb lt.syn Phase Number 1 2 3 4 5 6 7 8 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 67 11 31 11 67 11 31 Maximum Split (%) 9.2% 55.8% 9.2% 25.8% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3 4 3 4 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 4 7 4 7 4 7 4 7 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 50 61 92 103 50 61 End Time (s) 103 50 61 92 103 50 61 92 Yield/Force Off (s) 99 44 57 86 99 44 57 86.5 Yield/Force Off 170(s) 99 27 57 73 99 27 57 74.5 Local Start Time (s) 42 53 0 11 42 53 0 11 Local Yield (s) 49 114 7 36 49 114 7 36.5 Local Yield 170(s) 49 97 7 23 49 97 7 24.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 105 Offset: 50 (42%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 73: Lemay & Lincoln HCM 2010 TWSC 4: East Access & Lincoln 2018 Total AM Link-N-Greens PDP 1/11/2013 Synchro 8 Light Report Delich Associates 2018 total am.syn Intersection Intersection Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 29 247 51 66 296 20 8 0 6 3 0 4 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 None None None None None None None None Storage Length 250 160 250 0 0 0 0 0 Median Width 14 14 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 291 60 78 348 24 9 0 7 4 0 5 Number of Lanes 1 1 1 1 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 372 0 0 291 0 0 877 886 291 877 874 360 Stage 1 - - - - - - 359 359 - 515 515 - Stage 2 - - - - - - 518 527 - 362 359 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1186 - - 1271 - - 269 284 748 269 288 684 Stage 1 - - - - - - 659 627 - 543 535 - Stage 2 - - - - - - 541 528 - 657 627 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1186 - - 1271 - - 249 259 748 248 263 684 Mov Capacity-2 Maneuver - - - - - - 249 259 - 248 263 - Stage 1 - - - - - - 640 609 - 527 502 - Stage 2 - - - - - - 504 496 - 632 609 - Approach EB WB NB SB HCM Control Delay, s 0.7 1.4 15.8 14.4 HCM LOS - - C B Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 349 1186 - - 1271 - - 390 HCM Control Delay, s 15.8 8.125 - - 8.017 - - 14.4 HCM Lane V/C Ratio 0.05 0.03 - - 0.06 - - 0.02 HCM Lane LOS C A - - A - - B HCM 95th-tile Q, veh 0.1 0.1 - - 0.2 - - 0.1 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 4: East Access & Lincoln 2018 Total PM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2018 total pm.syn Intersection Intersection Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 4 436 12 21 471 3 46 0 22 20 0 31 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 None None None None None None None None Storage Length 250 160 250 0 0 0 0 0 Median Width 14 14 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 513 14 25 554 4 54 0 26 24 0 36 Number of Lanes 1 1 1 1 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 558 0 0 513 0 0 1146 1129 513 1140 1127 556 Stage 1 - - - - - - 522 522 - 605 605 - Stage 2 - - - - - - 624 607 - 535 522 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1013 - - 1052 - - 176 204 561 178 205 531 Stage 1 - - - - - - 538 531 - 485 487 - Stage 2 - - - - - - 473 486 - 529 531 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1013 - - 1052 - - 160 198 561 166 199 531 Mov Capacity-2 Maneuver - - - - - - 160 198 - 166 199 - Stage 1 - - - - - - 535 528 - 483 475 - Stage 2 - - - - - - 430 474 - 502 528 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.4 32.7 21 HCM LOS - - D C Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 208 1013 - - 1052 - - 285 HCM Control Delay, s 32.7 8.57 - - 8.504 - - 21 HCM Lane V/C Ratio 0.39 0.01 - - 0.02 - - 0.21 HCM Lane LOS D A - - A - - C HCM 95th-tile Q, veh 1.7 0.0 - - 0.1 - - 0.8 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: West Access & Lincoln 2018 Total AM Link-N-Greens PDP 1/11/2013 Synchro 8 Light Report Delich Associates 2018 total am.syn Intersection Intersection Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 23 346 51 28 280 16 8 0 5 2 0 3 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 None None None None None None None None Storage Length 250 120 250 0 0 0 0 0 Median Width 12 12 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 27 407 60 33 329 19 9 0 6 2 0 4 Number of Lanes 1 1 1 1 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 348 0 0 407 0 0 867 875 407 869 866 339 Stage 1 - - - - - - 461 461 - 405 405 - Stage 2 - - - - - - 406 414 - 464 461 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1211 - - 1152 - - 273 288 644 272 291 703 Stage 1 - - - - - - 581 565 - 622 598 - Stage 2 - - - - - - 622 593 - 578 565 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1211 - - 1152 - - 261 274 644 259 276 703 Mov Capacity-2 Maneuver - - - - - - 261 274 - 259 276 - Stage 1 - - - - - - 568 552 - 608 581 - Stage 2 - - - - - - 601 576 - 560 552 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.7 16.2 13.8 HCM LOS - - C B Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 338 1211 - - 1152 - - 417 HCM Control Delay, s 16.2 8.041 - - 8.217 - - 13.8 HCM Lane V/C Ratio 0.04 0.02 - - 0.03 - - 0.01 HCM Lane LOS C A - - A - - B HCM 95th-tile Q, veh 0.1 0.1 - - 0.1 - - 0.0 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: West Access & Lincoln 2018 Total PM Link-N-Greens PDP 1/7/2013 Synchro 8 Light Report Delich Associates 2018 total pm.syn Intersection Intersection Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 398 15 8 566 2 37 0 22 16 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 None None None None None None None None Storage Length 250 120 250 0 0 0 0 0 Median Width 12 12 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 468 18 9 666 2 44 0 26 19 0 29 Number of Lanes 1 1 1 1 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 668 0 0 468 0 0 1176 1162 468 1174 1161 667 Stage 1 - - - - - - 475 475 - 686 686 - Stage 2 - - - - - - 701 687 - 488 475 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 922 - - 1094 - - 168 195 595 169 195 459 Stage 1 - - - - - - 570 557 - 438 448 - Stage 2 - - - - - - 429 447 - 561 557 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 922 - - 1094 - - 156 193 595 160 193 459 Mov Capacity-2 Maneuver - - - - - - 156 193 - 160 193 - Stage 1 - - - - - - 568 555 - 436 444 - Stage 2 - - - - - - 398 443 - 534 555 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 29.5 21.6 HCM LOS - - D C Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 215 922 - - 1094 - - 265 HCM Control Delay, s 29.5 8.92 - - 8.319 - - 21.6 HCM Lane V/C Ratio 0.32 0.00 - - 0.01 - - 0.18 HCM Lane LOS D A - - A - - C HCM 95th-tile Q, veh 1.3 0.0 - - 0.0 - - 0.7 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 Signalized Intersection Summary 127: Lemay & Vine 2018 Total AM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total am dual sb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 18 90 64 81 126 96 36 387 24 47 694 41 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 190.6 186.3 186.3 190.5 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 187 224 173 255 228 174 103 1062 64 94 1128 65 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 1.00 1.00 1.00 0.67 0.67 0.67 Sat Flow, veh/h 1113 986 763 1206 1003 766 87 1574 94 74 1671 96 Grp Volume(v), veh/h 21 0 172 95 0 261 520 0 0 919 0 0 Grp Sat Flow(s),veh/h/ln 1113 0 1749 1206 0 1768 1755 0 0 1841 0 0 Q Serve(g_s), s 1.5 0.0 7.3 6.3 0.0 11.6 0.0 0.0 0.0 8.2 0.0 0.0 Cycle Q Clear(g_c), s 13.1 0.0 7.3 13.6 0.0 11.6 0.0 0.0 0.0 26.8 0.0 0.0 Prop In Lane 1.00 0.44 1.00 0.43 0.08 0.05 0.06 0.05 Lane Grp Cap(c), veh/h 187 0 397 255 0 401 1229 0 0 1286 0 0 V/C Ratio(X) 0.11 0.00 0.43 0.37 0.00 0.65 0.42 0.00 0.00 0.71 0.00 0.00 Avail Cap(c_a), veh/h 249 0 495 323 0 501 1586 0 0 1685 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.96 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 36.3 0.0 28.7 34.5 0.0 30.3 0.0 0.0 0.0 8.8 0.0 0.0 Incr Delay (d2), s/veh 1.0 0.0 2.7 3.2 0.0 6.4 1.0 0.0 0.0 3.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.5 0.0 3.4 2.1 0.0 5.6 0.3 0.0 0.0 11.9 0.0 0.0 Lane Grp Delay (d), s/veh 37.2 0.0 31.4 37.8 0.0 36.7 1.0 0.0 0.0 12.2 0.0 0.0 Lane Grp LOS D C D D A B Approach Vol, veh/h 193 356 520 919 Approach Delay, s/veh 32.0 37.0 1.0 12.2 Approach LOS C D A B Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 24.1 24.1 62.4 62.4 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 23.5 23.5 76.0 76.5 Max Q Clear Time (g_c+I1), s 15.1 15.6 2.0 28.8 Green Ext Time (p_c), s 3.2 3.0 35.9 28.6 Intersection Summary HCM 2010 Ctrl Delay 15.7 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 127: Lemay & Vine 2018 Total AM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total am dual sb lt.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine HCM 2010 Signalized Intersection Summary 127: Lemay & Vine 2018 Total PM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total pm dual sb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 48 171 84 63 123 160 88 864 87 72 660 30 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 190.0 186.3 186.3 191.3 178.8 186.3 193.7 186.3 186.3 193.7 186.3 Lanes 1 1 0 1 1 0 0 1 0 0 1 0 Cap, veh/h 85 249 127 120 160 208 93 713 75 92 724 34 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.95 0.95 0.95 0.72 0.72 0.72 Sat Flow, veh/h 1042 1177 600 1081 756 981 85 994 104 82 1009 47 Grp Volume(v), veh/h 56 0 293 74 0 333 1155 0 0 853 0 0 Grp Sat Flow(s),veh/h/ln 1042 0 1777 1081 0 1737 1183 0 0 1138 0 0 Q Serve(g_s), s 3.0 0.0 18.8 6.7 0.0 22.5 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 25.5 0.0 18.8 25.5 0.0 22.5 86.5 0.0 0.0 86.5 0.0 0.0 Prop In Lane 1.00 0.34 1.00 0.56 0.09 0.09 0.10 0.04 Lane Grp Cap(c), veh/h 85 0 376 120 0 368 882 0 0 850 0 0 V/C Ratio(X) 0.66 0.00 0.78 0.62 0.00 0.91 1.31 0.00 0.00 1.00 0.00 0.00 Avail Cap(c_a), veh/h 85 0 376 120 0 368 882 0 0 850 0 0 HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.63 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 59.6 0.0 44.8 57.5 0.0 46.3 4.7 0.0 0.0 14.0 0.0 0.0 Incr Delay (d2), s/veh 28.9 0.0 13.5 18.1 0.0 27.5 144.7 0.0 0.0 31.9 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 Back of Q (50%), veh/ln 2.4 0.0 9.7 2.9 0.0 12.6 37.4 0.0 0.0 29.5 0.0 0.0 Lane Grp Delay (d), s/veh 88.4 0.0 58.3 75.6 0.0 73.8 149.4 0.0 0.0 45.8 0.0 0.0 Lane Grp LOS F E E E F F Approach Vol, veh/h 349 407 1155 853 Approach Delay, s/veh 63.1 74.1 149.4 45.8 Approach LOS E E F D Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 30.0 30.0 90.5 90.5 Change Period (Y+Rc), s 5.5 5.5 5.0 5.0 Max Green Setting (Gmax), s 24.5 24.5 85.0 85.5 Max Q Clear Time (g_c+I1), s 27.5 27.5 88.5 88.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 95.5 HCM 2010 LOS F Notes Timing Report, Sorted By Phase 127: Lemay & Vine 2018 Total PM Dual SB LT-lanes Link-N-Greens PDP 1/9/2013 Synchro 8 Light Report Delich Associates 2018 total pm dual sb lt.syn Phase Number 2 4 6 8 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 90 30 90 30 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7 7 7 7 Vehicle Extension (s) 6 6 6 6 Minimum Gap (s) 3 3 3 3 Time Before Reduce (s) 0 0 0 0 Time To Reduce (s) 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 43 13 43 13 End Time (s) 13 43 13 43 Yield/Force Off (s) 8.5 37.5 8 37.5 Yield/Force Off 170(s) 118.5 27.5 118 27.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 115.5 24.5 115 24.5 Local Yield 170(s) 105.5 14.5 105 14.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine APPENDIX H BURLINGTON NORTHERN RAILROAD Lincoln Buckingham Lemay Mulberry Vine Riverside Willow Jefferson 1 2 3 4 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Pedestrian LOS Worksheet Project Location Classification: Pedestrian District Level of Service (minimum based on project location classification) Description of Applicable Destination Area Within 1320’ Destination Area Classification Directness Continuity Street Crossings Visual Interest & Amenities Security Minimum A A B A A 1 Actual A A A A A Poudre Trail Recreation Proposed A A A A A Minimum A A B A A 2 Actual A E D D C Northwest Residential Residential Proposed A A B A A Minimum A A B A A 3 Actual A E C C C East Residential Residential Proposed A A B A A Minimum A A B A A 4 Actual A E B C C East Commercial Commercial Proposed A A B A A Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed BURLINGTON NORTHERN RAILROAD Lincoln Buckingham Lemay Mulberry Vine Riverside Willow Jefferson 2 1 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Link-N-Greens TIS, August 2012 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification 1 East Commercial Commercial C B B 2 Poudre Trail Recreation C A A 3 4 1073/1126 263/419 Mulberry 3/4 Access AM/PM 1042/1260 20/22 777/1477 RT Access 44/78 Lemay 8/46 NOM 6/22 4/31 NOM 3/20 29/4 247/436 51/12 20/3 296/471 66/21 8/37 NOM 5/22 3/25 NOM 2/16 23/3 346/398 51/15 16/2 280/566 28/8 East Access West Access Lincoln Magnolia 6/18 406/666 154/352 79/249 444/665 163/275 120/249 779/1048 10/8 178/213 1011/1061 248/395 Mulberry 3/4 Access Lemay East Access AM/PM 6/22 28/86 28/8 86/43 51/15 8/37 5/22 29/4 207/383 3/25 2/16 16/2 252/480 23/3 260/355 AM/PM 5,400 SF (1 STORY) COMM. 8,000 SF (1 STORY) FULL MOVEMENT ACCESS OUTDOOR USE AREAS/ HISTORIC BARNS RESTAURANT 7,000 SF (1 STORY) 42' FIRE ACCESS TO WITHIN 200' OF BUILDING CORNER? OUTDOOR SEATING/PLAZA/ COURTYARD SPACES 20' WIDE FIRE ACCESS 30' WIDE FIRE ACCESS VISITOR/EXEC PARKING ENTRY PLAZA SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Link-N-Greens PDP TIS, January 2013 Page 3