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Home My WebLink AboutBANNER HEALTH MEDICAL CAMPUS - PDP - PDP130003 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYBANNER HEALTH MEDICAL CAMPUS TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY 2013 Prepared for: Banner Health Development & Construction, Western Region 1801 16th Street Greeley, CO 80631 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #1267 TABLE OF CONTENTS I. INTRODUCTION........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use......................................................................................................................... 2 Streets............................................................................................................................. 2 Existing Traffic................................................................................................................. 5 Existing Operation........................................................................................................... 5 Pederstrian Facilities....................................................................................................... 5 Bicycle Facilities..............................................................................................................9 Transit Facilities ..............................................................................................................9 III. PROPOSED DEVELOPMENT............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 14 Trip Assignment ............................................................................................................ 14 Signal Warrants............................................................................................................. 14 Operation Analysis ........................................................................................................ 14 Geometry ...................................................................................................................... 22 Pedestrian Level of Service........................................................................................... 30 Bicycle Level of Service ................................................................................................ 30 Transit Level of Service................................................................................................. 30 Ambulance/Emergency Services .................................................................................. 30 IV. CONCLUSIONS .................................................................................................... 31 LIST OF TABLES 1. Current Peak Hour Operation.................................................................................... 8 2. Trip Generation for Banner Health Medical Campus............................................... 12 3. Trip Generation for Parcels G & H from Harmony Tech Park ODP......................... 12 4. Short Range (2018) Background Peak Hour Operation ......................................... 21 5. Long Range (2035) Background Peak Hour Operation........................................... 23 6. Short Range (2018) Total Peak Hour Operation ..................................................... 25 7. Long Range (2035) Total Peak Hour Operation...................................................... 26 DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Geometry..................................................................................................... 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Averaged Recent Peak Hour Traffic.......................................................................... 7 5. Site Plan.................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 13 7. Short Range (2018) Background Peak Hour Traffic................................................ 15 8. Long Range (2035) Background Peak Hour Traffic................................................. 16 9. Phase 1 (2018) Site Generated Peak Hour Traffic.................................................. 17 10. Full Development Site Generated Peak Hour Traffic............................................... 18 11. Short Range (2018) Total Peak Hour Traffic ........................................................... 19 12. Long Range (2035) Total Peak Hour Traffic............................................................ 20 13. Short Range (2018) Geometry ................................................................................ 28 14. Long Range (2035) Geometry................................................................................. 29 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Peak Hour Signal Warrant E. Short Range (2018) Background Peak Hour Operation F. Long Range (2035) Background Peak Hour Operation G. Short Range (2018) Total Peak Hour Operation With Existing Geometry H. Long Range (2035) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service Worksheets J. Emergency Services I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements for the proposed Banner Health Medical Campus. The proposed Banner Health Medical Campus is located on Parcels G & H in the Harmony Tech Park in the southeast quadrant of the Harmony/Lady Moon intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the developer (Banner Health), the developer’s representative (PCK Real Estate Consulting), the project planning consultant (BHA Design), the project engineering consultant (Northern Engineering), 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 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 Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Banner Health Medical Campus site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial, industrial, and residential. There are residential uses to the south of the site. There are commercial and industrial uses to the north, south, and west of the site. The center of Fort Collins lies to the northwest of the proposed Banner Health Medical Campus site. Streets The primary streets near the Banner Health Medical Campus site are Harmony Road, Lady Moon Drive, Rock Creek Drive, and Cinquefoil Lane. Figure 2 shows a schematic of the existing geometry at the key intersections. Harmony Road is to the north of (adjacent to) the Banner Health Medical Campus site. It is an east-west street designated as a six-lane arterial street on the Fort Collins Master Street Plan. Currently, it has a six-lane cross section with appropriate auxiliary lanes at the Harmony/Lady Moon intersection. At the Harmony/Lady Moon intersection, Harmony Road has eastbound and westbound left-turn lanes, three through lanes in each direction, and a westbound right-turn lane. The existing speed limit in this area is 55 mph. Lady Moon Drive is a north-south street designated as a collector street south of Harmony Road on the Fort Collins Master Street Plan. Currently, Lady Moon Drive has a two-lane cross section, with a center continuous two-way left-turn lane, south of Harmony Road. The north leg of the Harmony/Lady Moon intersection serves the Hewlett-Packard campus. At the Harmony/Lady Moon intersection, Lady Moon Drive has northbound and southbound left-turn lanes, a northbound through lane, a southbound combined through/right-turn lane, and a northbound right-turn lane. The Harmony/Lady Moon intersection has signal control. At the Rock Creek/Lady Moon intersection, Lady Moon Drive has a southbound left-turn lane, a southbound combined through/right-turn lane, and a northbound combined left-turn/through/right-turn lane. The Rock Creek/Lady Moon intersection has all-way stop sign control. The existing posted speed is 30 mph on Lady Moon Drive. Rock Creek Drive is an east-west street designated as a collector street on the Fort Collins Master Street Plan. Currently, Rock Creek Drive has a two-lane cross section east of Ziegler Road. At the Rock Creek/Lady Moon intersection, Rock Creek Drive has an eastbound combined left-turn/through lane, an eastbound right-turn lane, and a westbound combined left-turn/through/right-turn lane. The existing posted speed is 30 mph on Rock Creek Drive. DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 2 BURLINGTON NORTHERN RAILROAD Harmony Rock Creek Ziegler Lady Moon Kechter Interstate 25 Horsetooth Timberline Precision Banner Health Medical Campus SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 4 Harmony Precision Rock Creek Lady Moon HP East - Denotes Lane _ Two-way Continuous Left-turn Lane Cinquefoil Lane is a north-south street designated as a collector street south of Harmony Road on the Fort Collins Master Street Plan. Currently, Cinquefoil Lane exists between Precision Drive and Kechter Road. Cinquefoil Lane will be extended when adjacent development occurs or when it is determined to be necessary. With the Banner Health Medical Campus proposal, Cinquefoil Lane will be constructed between Harmony Road and Le Fever Drive. Existing Traffic Recent peak hour traffic volumes at the Harmony/Lady Moon, Lady Moon/ Precision, and Rock Creek/Lady Moon intersections are shown in Figure 3. The counts at the key intersections were obtained in November 2012. Raw traffic count data is provided in Appendix B. Since traffic counts were performed on different days, the traffic volumes between the intersections were averaged and are shown on Figure 4. Existing Operation The Harmony/Lady Moon, Lady Moon/Precision, and Rock Creek/Lady Moon 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 Banner Health Medical Campus site is in an area termed “other.” In areas termed “other,” acceptable operation at signalized intersections during the peak hours is defined as level of service D or better for the overall intersection, and level of service E or better for any leg or movement. At unsignalized intersections, acceptable operation during the peak hours is defined as level of service E or better for any approach leg for an arterial/collector and level of service C or better for any approach leg for a local and collector/local intersection. Pedestrian Facilities There are sidewalks along Harmony Road, adjacent to developed properties (Intel, Hewlett-Packard, etc.). There are sidewalks along the east side of Lady Moon Drive, between Harmony Road and Precision Drive. South of Precision Drive, there are sidewalks along both sides of Lady Moon Drive. There are existing sidewalks along the south side of Rock Creek Drive. On the north side of Rock Creek Drive, there are sidewalks adjacent to developed properties. DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 5 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 6 24/26 58/44 3/5 5/5 37/78 16/22 16/12 18/59 12/49 20/16 56/50 7/3 1/0 93/71 0/1 2/1 57/103 4/13 1/5 0/0 0/1 22/9 0/0 1/1 49/23 28/1 43/45 4/77 1/53 1/150 14/5 1287/2109 25/55 145/12 1855/1993 45/24 Harmony Precision Rock Creek Lady Moon HP East AM/PM AVERAGED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 7 24/26 59/40 3/5 5/6 40/83 17/23 16/11 18/59 12/49 21/14 56/50 7/3 1/0 95/64 0/1 2/1 61/110 4/14 1/5 0/0 0/1 22/8 0/0 1/1 48/26 28/1 42/50 4/77 1/50 1/150 14/5 1287/2109 24/52 145/12 1855/1993 42/23 Harmony Precision Rock Creek Lady Moon HP East TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM EB LT E E EB T B D EB RT B D EB APPROACH B D WB LT D E WB T A B WB RT A A WB APPROACH B B NB LT C D NB T D D NB RT C D NB APPROACH C D SB LT D D SB T/RT D D SB APPROACH D D Harmony/Lady Moon (signal) OVERALL B C EB LT/T/RT B A WB LT/T/RT A A NB LT A A Lady Moon/Precision (stop sign) SB LT A A EB LT/T A A EB RT A A EB APPROACH A A WB LT/T/RT A A NB LT/T/RT A A SB LT A A SB T/RT A A SB APPROACH A A Rock Creek/Lady Moon (all-way stop) OVERALL A A DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 8 Bicycle Facilities There are bicycle lanes along Harmony Road, Lady Moon Drive, and Rock Creek Drive within the study area. Transit Facilities Currently, this area of Fort Collins is served by Transfort Routes 16 and 17. Route 16 operates along Harmony Road, Timberwood Drive, Ziegler Road, Rock Creek Drive, and Lady Moon Drive. Route 17 operates along Timberline Road, Harmony Road, Ziegler Road, Rock Creek Drive, and Lady Moon Drive. DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The proposed Banner Health Medical Campus will include hospital, clinic, and medical office uses. Figure 5 shows a conceptual site plan of the Banner Health Medical Campus. On the site plan, the darker brown hatch on the main building is the approximate area of Phase 1 of the Banner Health Medical Campus site. The short range analysis (Year 2018) includes development of Phase 1 of the Banner Health Medical Campus site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range analysis year is considered to be 2035. The site plan shows that there will be one full-movement access to/from Lady Moon Drive, a right-in/right-out access to/from Lady Moon Drive, two full-movement accesses to/from Cinquefoil Drive, and one full-movement access to/from Le Fever Drive. In addition to these public accesses, there will be a “service” access to/from Cinquefoil Drive. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the Banner Health Medical Campus site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation for the Banner Health Medical Campus on a daily and peak hour basis. The initial phase (Phase 1) of the Banner Health Medical Campus site includes 147,000 square feet of hospital use and 13,000 square feet of medical office. All land uses for Phase 1 will be located in one building. The trip generation for Phase 1 of the Banner Health Medical Campus resulted in 2810 daily trip ends, 200 morning peak hour trip ends, and 207 afternoon peak hour trip ends. The trip generation for full development of Banner Health Medical Campus resulted in 7850 daily trip ends, 546 morning peak hour trip ends, and 588 afternoon peak hour trip ends. Table 3 shows the trip generation for Parcels G & H from the Harmony Tech Park ODP. The trip generation for Parcels G & H from the Harmony Tech Park ODP resulted in 7380 daily trip ends, 496 morning peak hour trip ends, and 775 afternoon peak hour trip ends. Based upon a comparison of Tables 2 and 3, the Banner Health Medical Campus will generate more daily and morning peak hour trip ends, but less afternoon peak hour trip ends than that calculated for the former proposed land use. Trip Distribution Trip distribution for the Banner Health Medical Campus 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 (2018) and long range (2035) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 10 SCALE: 1"=200' SITE PLAN Figure 5 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 11 TABLE 2 Trip Generation for Banner Health Medical Campus Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Phase 1 610 Hospital 147.0 KSF EQ 2320 EQ 106 EQ 62 EQ 64 EQ 104 720 Medical Office 13.0 KSF EQ 490 1.82 25 0.48 7 EQ 11 EQ 28 Total for Phase 1 2810 131 69 75 132 Phase 2 610 Hospital 183.0 KSF EQ 2885 EQ 133 EQ 78 EQ 79 EQ 130 720 Medical Office 57.0 KSF EQ 2155 1.82 107 0.48 28 EQ 48 EQ 124 Total for Phase 2 5040 240 106 127 254 Full Development Total 7850 371 175 202 386 TABLE 3 Trip Generation for Parcels G & H from Harmony Tech Park ODP Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Parcel G 710 Office 67.0 KSF 11.01 740 1.36 91 0.19 13 0.25 17 1.24 83 820 Shopping Center 108.0 KSF 42.94 4640 0.63 68 0.40 43 1.80 194 1.95 211 Parcel H 710 Office 181.5 KSF 11.01 2000 1.36 247 0.19 34 0.25 45 1.24 225 Total 7380 406 90 256 519 DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 12 Harmony Rock Creek Ziegler Lady Moon Precision 25% 20% 15% 20% 10% 5% 5% SCALE: 1"=1000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 13 Background Traffic Projections Figures 7 and 8 show the respective short range (2018) and long range (2035) background traffic projections. Background traffic projections for the long range future horizon was developed by reviewing the North Front Range Regional Transportation Plan and the Fort Collins traffic model. The short range (2018) 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. In the long range (2035) future, existing traffic volumes were factored by one percent per year and the entire Harmony Tech Park was assumed to be built and occupied. 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 (2018) and full development site generated peak hour traffic assignment, respectively. Figures 11 and 12 show the respective short range (2018) and long range (2035) total (site plus background) peak hour traffic assignment. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The Harmony/Lady Moon intersection is currently signalized. None of the current or future stop sign controlled intersections are expected to have traffic signals in the short range (2018) future. The Rock Creek/Lady Moon intersection meets peak hour signal warrants during the morning and afternoon peak hours in the long range (2035) future. A peak hour signal warrant is provided in Appendix D. However, roundabout control at the Rock Creek/Lady Moon intersection may be more appropriate. Operation Analysis Operation analyses were performed at the Harmony/Lady Moon, Harmony/ Cinquefoil, Lady Moon/Le Fever, Lady Moon/Precision, Rock Creek/Lady Moon, Cinquefoil/Le Fever, Cinquefoil/Precision, Rock Creek/Cinquefoil, and the Site Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2018 and 2035 conditions, respectively. The long range (2035) analyses are provided for informational purposes. Using the traffic volumes shown in Figure 7, the key intersections operate in the short range (2018) background traffic future, with the existing geometry, as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections will operate acceptably during the peak hours. DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 14 AM/PM SHORT RANGE (2018) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 15 36/35 79/54 3/6 17/12 52/111 23/42 20/23 24/86 16/65 43/26 83/68 8/3 1/0 139/90 2/13 2/1 79/158 11/39 1/6 0/0 0/1 47/22 0/0 13/6 77/42 32/1 78/74 5/87 1/56 1/169 16/6 1449/2375 34/84 163/14 2089/2244 56/58 Harmony Precision Rock Creek Lady Moon HP East LONG RANGE (2035) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 16 115/65 140/80 60/55 35/115 70/175 30/70 115/60 160/245 35/150 55/30 210/250 45/75 35/10 280/235 25/10 45/10 190/330 140/80 5/35 5/5 5/35 50/200 5/5 5/25 45/10 235/145 30/15 25/10 110/295 65/85 5/30 5/5 10/35 100/80 5/5 15/30 205/400 35/5 80/180 5/100 5/65 5/190 20/10 1830/2910 175/155 180/15 2460/2505 275/225 NOM 100/115 100/150 NOM 130/95 65/85 AM/PM PHASE 1 (2018) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 17 13/8 17/32 7/13 4/7 32/18 7/4 1/1 1/2 26/15 3/5 8/5 11/22 6/12 10/6 24/46 Harmony LeFever Precision Rock Creek Lady Moon Cinquefoil Main Access Seondary Access Ambulance/ ER Access RT Access HP East 28/52 52/30 71/40 10/6 42/24 6/12 28/52 NOM 1/2 7/4 1/1 10/20 NOM 26/15 8/5 45/25 27/53 3/5 52/30 28/52 AM/PM FULL DEVELOPMENT SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 18 49/22 14/7 6/19 13/53 17/22 43/24 14/6 180/100 35/20 30/80 15/37 34/55 30/16 7/4 25/54 14/31 5/10 52/28 13/7 10/5 6/13 4/8 11/6 7/9 9/4 5/6 9/27 6/11 74/41 7/15 21/11 28/62 33/93 14/9 41/69 194/106 Harmony LeFever Precision Rock Creek Lady Moon Cinquefoil Main Access Seondary Access Ambulance/ ER Access RT Access Office Access HP AM/PM SHORT RANGE (2018) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 19 1/1 1/2 2334/2331 1531/2623 8/5 11/22 193/129 10/6 24/46 Harmony Precision Rock Creek Lady Moon Cinquefoil Main Access Seondary Access Ambulance/ ER Access RT Access HP East 91/198 71/40 197/123 42/24 6/12 28/52 NOM 1/2 7/4 1/1 10/20 NOM 36/35 92/61 3/6 34/44 58/124 27/49 52/41 24/86 16/65 50/30 83/68 8/3 1/0 191/119 2/13 2/1 106/210 LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 20 115/65 170/95 65/60 60/170 85/205 35/80 170/90 175/250 35/150 65/35 215/265 50/80 35/10 340/270 60/25 45/10 225/385 155/85 5/35 5/5 5/35 55/215 5/5 15/65 45/10 330/195 30/15 25/10 155/390 65/85 5/30 5/5 10/35 100/80 5/5 15/30 275/550 35/5 85/195 5/100 5/65 5/190 120/10 1850/2920 295/220 180/15 2460/2505 350/265 5/5 110/150 100/150 10/5 140/100 65/85 TABLE 4 Short Range (2018) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT E E EB T C D EB RT C E EB APPROACH C D WB LT D E WB T B B WB RT A A WB APPROACH B B NB LT C D NB T D D NB RT C D NB APPROACH C D SB LT D D SB T/RT D E SB APPROACH D D Harmony/Lady Moon (signal) OVERALL B D EB LT/T/RT B B WB LT/T/RT A A NB LT A A Lady Moon/Precision (stop sign) SB LT A A EB LT/T A A EB RT A A EB APPROACH A A WB LT/T/RT A A NB LT/T/RT A A SB LT A A SB T/RT A A SB APPROACH A A Rock Creek/Lady Moon (all-way stop) OVERALL A A DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 21 DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 22 Using the traffic volumes shown in Figure 8, the key intersections operate in the long range (2035) background traffic future as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The Harmony/Lady Moon intersection will not achieve level of service E or better for all movements or achieve level of service D or better overall during the afternoon peak hour. The Harmony/Cinquefoil intersection will not achieve level of service E or better for the northbound approach during the afternoon peak hour. The Rock Creek/Lady Moon intersection was analyzed with all-way stop sign control and roundabout control. This intersection will operate acceptably with both all-way stop and roundabout control. The other key intersections will operate acceptably. Using the traffic volumes shown in Figure 11, the key intersections operate in the short range (2018) total traffic future, with the existing geometry at existing intersections, as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The key intersections will operate acceptably. Using the traffic volumes shown in Figure 12, the key intersections operate in the long range (2035) total traffic future as indicated in Table 7. Calculation forms for these analyses are provided in Appendix H. As with the long range (2035) background traffic, the Harmony/Lady Moon intersection will not achieve level of service E or better for all movements or achieve level of service D or better overall during the afternoon peak hour. The Harmony/Cinquefoil intersection will not achieve level of service E or better for the northbound approach during the afternoon peak hour. The Lady Moon/Timberwood-Main Access and Lady Moon/Le Fever intersections will not achieve level of service C or better for all approaches during the morning and afternoon peak hours. The Rock Creek/Lady Moon intersection will operate acceptably with roundabout control. Geometry Figure 13 shows a schematic of the short range (2018) geometry. There are no geometric improvements needed at the existing intersections. Figure 14 shows a schematic of the long range (2035) geometry. The geometry at the Harmony/Lady Moon intersection in the long range future should include dual northbound and westbound left-turn lanes. This will require Lady Moon to have two southbound receiving lanes. Based upon the long range (2035) traffic forecasts, Cinquefoil Lane should be classified as a major collector street from Harmony Road to Rock Creek Drive. The long range (2035) daily traffic volumes will be in the range of 4500-5000 vehicles per day, which puts Cinquefoil Lane in the major collector street category. If there was a desire to allow on-street parking south of Le Fever Drive (since most land uses in this area are residential), Cinquefoil Lane could be classified as a minor collector with parking, south of Le Fever Drive. Le Fever Drive should be classified as a major collector street from Lady Moon Drive to the Site Access. The long range (2035) daily traffic volumes in this segment will be in the range of 4000-4500 vehicles per day. The daily volumes on Le Fever Drive will be in the range of 3000-3300 east of the access. TABLE 5 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT E F EB T C F EB RT A A EB APPROACH C E WB LT D F WB T D C WB RT B B WB APPROACH D C NB LT E F NB T/RT D E NB APPROACH D E SB LT D E SB T/RT D F SB APPROACH D E Harmony/Lady Moon (signal) OVERALL C E Lady Moon/RT Access EB RT B B (RT-in/RT-out) WB RT B B Lady Moon/Timberwood EB LT/RT B C (stop sign) NB LT A A EB LT/T/RT C C WB LT/T/RT B B NB LT A A Lady Moon/Le Fever (stop sign) SB LT A A EB LT/T/RT B C WB LT/T/RT B B NB LT A A Lady Moon/Precision (stop sign) SB LT A A EB LT/T C D EB RT A B EB APPROACH C C WB LT/T/RT C E NB LT/T/RT C C SB LT B B SB T/RT B D SB APPROACH B C Rock Creek/Lady Moon (all-way stop) OVERALL C D Continued on next page DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 23 Continued from previous page TABLE 5 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB APPROACH A B WB APPROACH B A NB APPROACH A A SB APPROACH A B Rock Creek/Lady Moon (roundabout) OVERALL A B Harmony/Cinquefoil (RT-in/RT-out) NB RT D F EB LT/T/RT B B WB LT/T/RT B D NB LT/T/RT A A Cinquefoil/ER Access (stop sign) SB LT/T/RT A A EB LT/T/RT C C WB LT/T/RT B C NB LT/T/RT A A Cinquefoil/Le Fever (stop sign) SB LT/T/RT A A EB LT/T/RT B B WB LT/T/RT B B NB LT/T/RT A A Cinquefoil/Precision (stop sign) SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT C C Rock Creek/Cinquefoil (stop sign) SB LT/T/RT B B DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 24 TABLE 6 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT E E EB T C D EB RT C E EB APPROACH C E WB LT D E WB T B B WB RT A A WB APPROACH B B NB LT C D NB T D D NB RT C D NB APPROACH C D SB LT D D SB T/RT D E SB APPROACH D D Harmony/Lady Moon (signal) OVERALL C D Lady Moon/RT Access (RT-in/RT-out) WB RT A A Lady Moon/Main Access WB LT/RT B B (stop sign) SB LT A A EB LT/T/RT B B WB LT/T/RT A A NB LT A A Lady Moon/Precision (stop sign) SB LT A A EB LT/T A B EB RT A A EB APPROACH A A WB LT/T/RT A B NB LT/T/RT B B SB LT A A SB T/RT A B SB APPROACH A B Rock Creek/Lady Moon (all-way stop) OVERALL A B Harmony/Cinquefoil (RT-in/RT-out) NB RT A B Cinquefoil/ER Access EB LT/RT A A (stop sign) NB LT/T A A DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 25 TABLE 7 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT E F EB T C F EB RT B A EB APPROACH C E WB LT D F WB T D C WB RT B B WB APPROACH D D NB LT E F NB T/RT D E NB APPROACH E F SB LT D E SB T/RT D F SB APPROACH D F Harmony/Lady Moon (signal) OVERALL D E Lady Moon/RT Access EB RT B B (RT-in/RT-out) WB RT B C EB LT/T/RT F F WB LT/T/RT F F NB LT A A Lady Moon/Timberwood-Main Access (stop sign) SB LT A A EB LT/T/RT C D WB LT/T/RT C D NB LT A A Lady Moon/Le Fever (stop sign) SB LT A A EB LT/T/RT B C WB LT/T/RT B B NB LT A A Lady Moon/Precision (stop sign) SB LT A A EB LT/T E F EB RT B C EB APPROACH E E WB LT/T/RT D F DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 26 NB LT/T/RT E D SB LT B B Rock Creek/Lady Moon (all-way stop) SB T/RT C F SB APPROACH C F OVERALL D F Continued on next page Continued from previous page TABLE 7 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB APPROACH A C WB APPROACH B B NB APPROACH B A SB APPROACH A C Rock Creek/Lady Moon (roundabout) OVERALL B B Harmony/Cinquefoil (RT-in/RT-out) NB RT E F EB LT/T/RT B C WB LT/T/RT B D NB LT/T/RT A A Cinquefoil/ER Access (stop sign) SB LT/T/RT A A Cinquefoil/Secondary Access EB LT/RT B B (stop sign) NB LT/T A A EB LT/T/RT C C WB LT/T/RT B C NB LT/T/RT A A Cinquefoil/Le Fever (stop sign) SB LT/T/RT A A EB LT/T/RT B B WB LT/T/RT B C NB LT/T/RT A A Cinquefoil/Precision (stop sign) SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT C D Rock Creek/Cinquefoil (stop sign) SB LT/T/RT B C EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT B B Le Fever/Office Access (stop sign) SB LT/T/RT A B DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 27 SHORT RANGE (2018) GEOMETRY Figure 13 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 28 Harmony Precision Rock Creek Lady Moon Cinquefoil Main Access Seondary Access Ambulance/ ER Access RT Access HP East LeFever - Denotes Lane _ Two-way Continuous Left-turn Lane LONG RANGE (2035) GEOMETRY Figure 14 DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Page 29 Harmony LeFever Precision Rock Creek Lady Moon Ambulance/ ER Access RT Access Cinquefoil Timberwood Main Access Seondary Access Office Access HP East - Denotes Lane Two-way - Continuous Left-turn Lane DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 30 Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of Banner Health Medical Campus. There will be three pedestrian destinations within 1320 feet of Banner Health Medical Campus. These are: 1) the Hewlett-Packard Campus, 2) the residential areas to the south and southeast of the site, and 3) the commercial/industrial uses within the Harmony Tech Park (Custom Blending). This site is in an area type termed “Transit Corridor.” 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 I. The minimum level of service for “Transit Corridor” is C, except for directness and security which is LOS B. Bicycle Level of Service There are no bicycle destinations within 1320 feet of Banner Health Medical Campus. The Bicycle LOS Worksheet is provided in Appendix I. The minimum level of service for this site is C. This site is connected to Harmony Road and Lady Moon Drive. Therefore, it is concluded that level of service C can be achieved. Transit Level of Service Currently, this area of Fort Collins is served by Transfort Routes 16 and 17. Route 16 operates along Harmony Road, Timberwood Drive, Ziegler Road, Rock Creek Drive, and Lady Moon Drive. Route 17 operates along Timberline Road, Harmony Road, Ziegler Road, Rock Creek Drive, and Lady Moon Drive. It is expected that these types of land uses will precipitate an increase in transit service. Ambulance/Emergency Services A neighborhood meeting was held on November 26, 2012 for the Banner Health Medical Campus. Many of the concerns/questions were with regard to emergency services that will be present at the Banner Health Medical Campus. Banner Health’s detailed responses to the three general comment categories (ambulance traffic, helicopters, and toxic waste) discussed during the November 26, 2012 Neighborhood Meeting and subsequent follow up questions submitted to the City of Fort Collins are provided in Appendix J. The Banner Health Medical Campus will have ambulance service, as well as a helicopter pad. Ambulance service will be similar to smaller hospitals in the area, since the Banner Health Medical Campus will not be a major trauma center. There will not be a helicopter “parked” on the helipad full-time. Rather, the helipad is for specifically transporting patients to the Banner Health Medical Campus or to other area hospitals. The transport of hazardous waste (HW) and regulated medical waste (RMW) is regulated by the City of Fort Collins on city streets and State of Colorado on state highways and interstates. IV. CONCLUSIONS This study assessed the impacts of the Banner Health Medical Campus site on the street system in the vicinity of the proposed development in the short range (2018) and long range (2035) future. As a result of this analysis, the following is concluded: - The development of Banner Health Medical Campus is feasible from a traffic engineering standpoint. The trip generation for Phase 1 of the Banner Health Medical Campus resulted in 2810 daily trip ends, 200 morning peak hour trip ends, and 207 afternoon peak hour trip ends. The trip generation for full development of Banner Health Medical Campus resulted in 7850 daily trip ends, 546 morning peak hour trip ends, and 588 afternoon peak hour trip ends. The Banner Health Medical Campus will generate more daily and morning peak hour trip ends, but less afternoon peak hour trip ends than that calculated for the former proposed land use in the Harmony Tech Park ODP. - The key intersections operate acceptably with the existing traffic and geometry. - The Harmony/Lady Moon intersection is currently signalized. The Rock Creek/Lady Moon intersection will meet peak hour signal warrants during the morning and afternoon peak hours in the long range (2035) future. However, roundabout control at the Rock Creek/Lady Moon intersection may be more appropriate. The other stop sign controlled intersections will not have traffic signals in the future. - In the short range (2018) future, given development of the Banner Health Medical Campus site and an increase in background traffic, the key intersections will operate acceptably. - In the long range (2035) future, given development of the Banner Health Medical Campus site and an increase in background traffic, the Harmony/Lady Moon intersection will not achieve level of service E or better for all movements or achieve level of service D or better overall during the afternoon peak hour. There are several intersections that will not achieve level of service C or better for all approaches during both the morning and afternoon peak hours. The Rock Creek/Lady Moon intersection will operate acceptably with roundabout control. - The short range (2018) geometry is shown in Figure 13 and the long range (2035) geometry is shown in Figure 14. - Based upon the long range (2035) traffic forecasts, Cinquefoil Lane should be classified as a major collector street. The long range (2035) daily traffic volumes will be in the range of 4500-5000 vehicles per day, which puts Cinquefoil Lane in the major collector street category. DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 31 DELICH Banner Health Medical Campus TIS, January 2013 ASSOCIATES Page 32 - 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. - Banner Health provides information regarding ambulance and emergency services in Appendix J. APPENDIX A 1 2 3 4 5 6 APPENDIX B 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11-29-12 Observer: Joe/Michael Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/Lady Moon-HP East Access S = straight L = left turn Time Northbound: Lady Moon Southbound: HP E. Access Total Eastbound: Harmony Westbound: Harmony Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 15 5 16 36 0 0 1 1 37 3 397 5 405 11 485 23 519 924 961 7:45 8 3 8 19 0 0 1 1 20 5 346 8 359 14 510 43 567 926 946 8:00 14 12 11 37 0 0 2 2 39 3 297 9 309 9 452 40 501 810 849 8:15 12 8 8 28 1 1 0 2 30 3 247 3 253 11 408 39 458 711 741 7:30-8:30 49 28 43 120 1 1 4 6 126 14 1287 25 1326 45 1855 145 2045 3371 3497 PHF 0.81 0.75 0.82 0.9 4:30 6 0 10 16 36 4 18 58 74 1 436 13 450 6 469 3 478 928 1002 4:45 11 1 10 22 21 8 23 52 74 0 535 10 545 4 459 1 464 1009 1083 5:00 3 0 12 15 58 25 19 102 117 2 513 16 531 8 521 3 532 1063 1180 5:15 3 0 13 16 35 16 17 68 84 2 625 16 643 6 544 5 555 1198 1282 4:30-5:30 23 1 45 69 150 53 77 280 349 5 2109 55 2169 24 1993 12 2029 4198 4547 PHF 0.78 0.69 0.84 0.91 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11-28-12 Observer: Joe Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lady Moon/Precision S = straight L = left turn Time Northbound: Lady Moon Southbound: Lady Moon Total Eastbound: Precision Westbound: Precision Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 25 0 25 1 16 0 17 42 0 0 0 0 0 0 6 6 6 48 7:45 0 26 0 26 1 15 1 17 43 1 0 0 1 0 0 6 6 7 50 8:00 1 24 0 25 1 19 1 21 46 0 0 0 0 1 0 4 5 5 51 8:15 0 18 0 18 1 7 0 8 26 0 0 0 0 0 0 6 6 6 32 7:30-8:30 1 93 0 94 4 57 2 63 157 1 0 0 1 1 0 22 23 24 181 PHF 0.9 0.75 0.25 0.96 4:30 0 11 0 11 1 21 0 22 33 1 0 0 1 0 0 4 4 5 38 4:45 0 26 0 26 5 23 0 28 54 2 0 0 2 0 0 2 2 4 58 5:00 0 16 0 16 2 33 0 35 51 1 0 0 1 1 0 1 2 3 54 5:15 0 18 1 19 5 26 1 32 51 1 0 1 2 0 0 2 2 4 55 4:30-5:30 0 71 1 72 13 103 1 117 189 5 0 1 6 1 0 9 10 16 205 PHF 0.69 0.84 0.75 0.63 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11-28-12 Observer: Joe Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lady Moon/Rock Creek S = straight L = left turn Time Northbound: Lady Moon Southbound: Lady Moon Total Eastbound: Rock Creek Westbound: Rock Creek 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 9 15 1 25 5 10 1 16 41 4 8 0 12 1 19 6 26 38 79 7:45 6 15 1 22 2 11 2 15 37 5 4 3 12 5 15 6 26 38 75 8:00 5 17 1 23 7 11 2 20 43 2 1 6 9 0 12 6 18 27 70 8:15 4 11 0 15 2 5 0 7 22 5 5 3 13 1 10 2 13 26 48 7:30-8:30 24 58 3 85 16 37 5 58 143 16 18 12 46 7 56 20 83 129 272 PHF 0.85 0.73 0.88 0.8 4:30 5 6 0 11 8 11 2 21 32 2 14 12 28 1 14 3 18 46 78 4:45 7 17 2 26 4 19 0 23 49 5 9 9 23 1 14 4 19 42 91 5:00 7 9 2 18 4 29 1 34 52 3 20 16 39 1 8 4 13 52 104 5:15 7 12 1 20 6 19 2 27 47 2 16 12 30 0 14 5 19 49 96 4:30-5:30 26 44 5 75 22 78 5 105 180 12 59 49 120 3 50 16 69 189 369 PHF 0.72 0.77 0.77 0.91 APPENDIX C 11 HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Recent AM Synchro 8 Light Report Joseph Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 14 1287 24 42 1855 145 48 28 42 1 1 4 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Queue, veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking, Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow Rate 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Lanes 130131111110 Capacity, veh/h 26 3114 58 119 3373 1050 264 283 241 201 36 144 Arriving On Green 0.01 0.41 0.41 0.07 0.66 0.66 0.04 0.15 0.15 0.00 0.11 0.11 Sat Flow, veh/h 1774.0 5140.2 95.9 1774.0 1583.3 1583.3 1774.0 1583.3 1583.3 1774.0 326.5 1305.8 Grp Volume(v), veh/h 16.5 998.6 543.7 49.4 2182.4 170.6 56.5 32.9 49.4 1.2 0.0 5.9 Grp Sat Flow(s),veh/h/ln 1774.0 1695.1 1845.8 1774.0 1695.1 1583.3 1774.0 1862.7 1583.3 1774.0 0.0 1632.3 Q Serve(g_s), s 0.9 20.7 20.7 2.5 24.0 3.9 2.6 1.4 2.0 0.1 0.0 0.3 Cycle Q Clear(g_c), s 0.9 20.7 20.7 2.5 24.0 3.9 2.6 1.4 2.0 0.1 0.0 0.3 Proportion In Lane 1.000 0.052 1.000 1.000 1.000 1.000 1.000 0.800 Lane Grp Cap(c), veh/h 26.3 2054.1 1118.4 118.7 3372.6 1050.1 263.5 283.2 240.8 200.9 0.0 180.6 V/C Ratio(X) 0.625 0.486 0.486 0.416 0.647 0.162 0.214 0.116 0.205 0.006 0.000 0.033 Avail Cap(c_a), veh/h 261.7 2072.0 1128.1 336.5 3372.6 1050.1 328.0 283.2 240.8 329.5 0.0 189.2 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.689 0.689 0.689 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.000 1.000 Uniform Delay (d), s/veh 46.7 17.3 17.3 42.5 9.4 6.0 33.2 34.7 20.3 39.2 0.0 37.7 Incr Delay (d2), s/veh 15.6 0.1 0.2 2.3 0.4 0.1 0.4 0.8 1.9 0.0 0.0 0.3 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 Lane Group Delay (d), s/veh 62.3 17.4 17.5 44.8 9.9 6.1 33.6 35.6 22.2 39.3 0.0 38.0 Lane Group LOS E B B D A A CDCD D Approach Volume, veh/h 1559 2402 139 7 Approach Delay, s/veh 17.9 10.3 30.0 38.2 Approach LOS B B C D Timer Assigned Phase 5 2 1 6 3 8 7 4 Phase Duration (G+Y+Rc), s 5.41 62.00 10.35 66.94 7.55 18.43 4.12 15.00 Change Period (Y+Rc), s 4.00 7.00 7.00 7.00 4.00 6.50 4.00 6.50 Max Green Setting (Gmax), s 14.00 55.50 15.00 59.00 7.00 8.50 7.00 9.00 Max Q Clear Time (g_c+I1), s 2.88 22.69 4.54 26.03 4.56 3.97 2.06 2.31 Green Extension Time (p_c) 0.01 26.58 0.06 26.69 0.02 0.09 0.00 0.12 Intersection Summary HCM 2010 Control Delay 13.9 HCM 2010 Level of Service B 12 Timing Report, Sorted By Phase 1: Lady Moon & Harmony Recent AM Synchro 8 Light Report Joseph Phase Number 12345678 Movement WBL EBT NBL SBTL EBL WBT SBL NBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 22 62 11 15 18 66 11 15 Maximum Split (%) 20.0% 56.4% 10.0% 13.6% 16.4% 60.0% 10.0% 13.6% Minimum Split (s) 11 22.5 8 22 8 23 8 22.5 Yellow Time (s) 5.5 5.5 3 3 3 5.5 3 3.5 All-Red Time (s) 1.5 1131 1.513 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 1 49 23 34 49 67 23 34 End Time (s) 23 1 34 49 67 23 34 49 Yield/Force Off (s) 16 104.5 30 43 63 16 30 42.5 Yield/Force Off 170(s) 16 93.5 30 32 63 5 30 31.5 Local Start Time (s) 44 92 66 77 92 0 66 77 Local Yield (s) 59 37.5 73 86 106 59 73 85.5 Local Yield 170(s) 59 26.5 73 75 106 48 73 74.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 67 (61%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 1: Lady Moon & Harmony 13 HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Recent PM Synchro 8 Light Report Joseph Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 56 2109 52 23 1993 12 26 1 50 150 50 77 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Queue, veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking, Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow Rate 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Lanes 130131111110 Capacity, veh/h 86 3119 77 82 3118 971 191 182 155 345 113 174 Arriving On Green 0.02 0.20 0.20 0.05 0.61 0.61 0.02 0.10 0.10 0.10 0.17 0.17 Sat Flow, veh/h 1774.0 5105.5 125.3 1774.0 1583.3 1583.3 1774.0 1583.3 1583.3 1774.0 662.5 1020.2 Grp Volume(v), veh/h 65.9 1643.9 898.4 25.3 2190.1 13.2 30.6 1.2 58.8 176.5 0.0 149.4 Grp Sat Flow(s),veh/h/ln 1774.0 1695.1 1840.6 1774.0 1695.1 1583.3 1774.0 1862.7 1583.3 1774.0 0.0 1682.7 Q Serve(g_s), s 4.2 51.9 52.3 1.6 32.9 0.4 1.8 0.1 3.2 9.1 0.0 9.1 Cycle Q Clear(g_c), s 4.2 51.9 52.3 1.6 32.9 0.4 1.8 0.1 3.2 9.1 0.0 9.1 Proportion In Lane 1.000 0.068 1.000 1.000 1.000 1.000 1.000 0.606 Lane Grp Cap(c), veh/h 85.6 2071.1 1124.4 81.7 3118.2 970.9 190.9 182.1 154.8 344.7 0.0 286.2 V/C Ratio(X) 0.770 0.794 0.799 0.309 0.702 0.014 0.160 0.006 0.380 0.512 0.000 0.522 Avail Cap(c_a), veh/h 189.2 2078.8 1128.6 189.2 3118.2 970.9 262.4 182.1 154.8 358.9 0.0 286.2 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.513 0.513 0.513 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.000 1.000 Uniform Delay (d), s/veh 54.7 38.2 38.3 51.9 14.8 8.5 46.6 45.8 32.1 34.0 0.0 42.5 Incr Delay (d2), s/veh 7.3 1.1 2.2 2.1 0.7 0.0 0.4 0.1 7.0 1.2 0.0 6.7 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 Lane Group Delay (d), s/veh 62.0 39.3 40.5 54.1 15.5 8.5 47.0 45.9 39.0 35.2 0.0 49.2 Lane Group LOS E D D D B A DDDD D Approach Volume, veh/h 2608 2229 91 326 Approach Delay, s/veh 40.3 15.9 41.8 41.6 Approach LOS D B D D Timer Assigned Phase 5 2 1 6 3 8 7 4 Phase Duration (G+Y+Rc), s 9.43 73.24 9.18 73.00 6.46 15.00 15.10 23.64 Change Period (Y+Rc), s 4.00 7.00 7.00 7.00 4.00 6.50 4.00 6.50 Max Green Setting (Gmax), s 12.00 66.50 9.00 66.00 7.00 8.50 12.00 14.00 Max Q Clear Time (g_c+I1), s 6.16 54.27 3.55 34.93 3.78 5.22 11.09 11.10 Green Extension Time (p_c) 0.06 11.82 0.01 28.75 0.01 0.24 0.06 0.22 Intersection Summary HCM 2010 Control Delay 30.1 HCM 2010 Level of Service C 14 Timing Report, Sorted By Phase 1: Lady Moon & Harmony Recent PM Synchro 8 Light Report Joseph Phase Number 12345678 Movement WBL EBT NBL SBTL EBL WBT SBL NBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 16 73 11 20 16 73 16 15 Maximum Split (%) 13.3% 60.8% 9.2% 16.7% 13.3% 60.8% 13.3% 12.5% Minimum Split (s) 11 22.5 8 22 8 23 8 22.5 Yellow Time (s) 5.5 5.5 3 3 3 5.5 3 3.5 All-Red Time (s) 1.5 1131 1.513 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 75 2 91 102 2 18 91 107 End Time (s) 91 75 102 2 18 91 107 2 Yield/Force Off (s) 84 68.5 98 116 14 84 103 115.5 Yield/Force Off 170(s) 84 57.5 98 105 14 73 103 104.5 Local Start Time (s) 57 104 73 84 104 0 73 89 Local Yield (s) 66 50.5 80 98 116 66 85 97.5 Local Yield 170(s) 66 39.5 80 87 116 55 85 86.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 18 (15%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 1: Lady Moon & Harmony 15 HCM 2010 TWSC 5: Lady Moon & Precision Recent AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 100102219504612 Conflicting Peds.(#/hr) 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Right Turn Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 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(%) 222222222222 Movement Flow Rate 10010261 11205722 Number of Lanes 010010110110 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow Rate - All 210 197 37 197 198 56 74 0 - 112 0 0 Stage 1 83 83 - 114 114 ------- Stage 2 127 114 - 83 84 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - 0 2.218 - - Pot Capacity-1 Maneuver 747 699 1035 762 698 1011 1526 - 0 1478 - - Stage 1 925 826 - 891 801 - - - 0 - - - Stage 2 877 801 - 925 825 - - - 0 - - - Time blocked-Platoon(%) 0000000-00-- Mov Capacity-1 Maneuver 726 696 1035 760 695 1011 1526 - - 1478 - - Mov Capacity-2 Maneuver 726 696 - 760 695 ------- Stage 1 924 823 - 890 800 ------- Stage 2 854 800 - 922 822 ------- Approach EB WB NB SB HCM Control Delay (s) 10 8.7 0.1 0.4 HCM LOS BAAA Lane NBL NBT EBLn1 WBLn1 SBL SBT SBR Capacity (vph) 726 997 HCM Control Delay (s) 7.361 0 10 8.7 7.444 0 - HCM Lane VC Ratio 0.001 - 0.002 0.027 0.003 - - HCM Lane LOS AABAAA- HCM 95th Percentile Queue (veh) 0.002 - 0.005 0.084 0.01 - - 16 HCM 2010 TWSC 5: Lady Moon & Precision Recent PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 501108064114 1101 Conflicting Peds.(#/hr) 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Right Turn Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 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(%) 222222222222 Movement Flow Rate 601109075116 1291 Number of Lanes 010010110110 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow Rate - All 242 238 66 238 238 39 130 0 0 76 0 0 Stage 1 162 162 - 76 76 ------- Stage 2 80 76 - 162 162 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 712 663 998 716 663 1033 1455 - - 1523 - - Stage 1 840 764 - 933 832 ------- Stage 2 929 832 - 840 764 ------- Time blocked-Platoon(%) 0000000--0-- Mov Capacity-1 Maneuver 700 656 998 709 656 1033 1455 - - 1523 - - Mov Capacity-2 Maneuver 700 656 - 709 656 ------- Stage 1 840 756 - 933 832 ------- Stage 2 921 832 - 830 756 ------- Approach EB WB NB SB HCM Control Delay (s) 9.9 8.7 0 0.8 HCM LOS AAAA Lane NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (vph) 737 983 HCM Control Delay (s) 0 - - 9.9 8.7 7.39 0 - HCM Lane VC Ratio - - - 0.01 0.011 0.011 - - HCM Lane LOS A - - AAAA- HCM 95th Percentile Queue (veh) 0 - - 0.029 0.033 0.033 - - 17 HCM 2010 AWSC 6: Lady Moon & Rock Creek Recent AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh) 8.5 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 16 18 12 7 56 21 24 59 3 17 40 5 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(%) 222222222222 Movement Flow Rate 19 21 14 8 66 25 28 69 4 20 47 6 Number of Lanes 011010010110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1221 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2121 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1212 HCM Control Delay 8.1 8.7 8.9 8.1 HCM LOS AAAA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Volume Left (%) 28% 47% 0% 8% 100% 0% Volume Thru (%) 69% 53% 0% 67% 0% 89% Volume Right (%) 3% 0% 100% 25% 0% 11% Sign Control Stop Stop Stop Stop Stop Stop Traffic Volume by Lane 86 34 12 84 17 45 Left Turning Volume 59 18 0 56 0 40 Through Volume 3 0 12 21 0 5 Right Turning Volume 24 16 0 7 17 0 Lane Flow Rate 101 40 14 99 20 53 Geometry Group 677677 Degree of Utilization, X 0.142 0.059 0.017 0.135 0.031 0.073 Departure Headway, Hd 5.049 5.313 4.373 4.919 5.518 4.938 Convergence(Y/N) Yes Yes Yes Yes Yes Yes Capacity 712 676 820 730 650 727 Service Time 3.068 3.034 2.094 2.939 3.237 2.657 HCM Lane V/C Ratio 0.142 0.059 0.017 0.136 0.031 0.073 HCM Control Delay 8.9 8.4 7.2 8.7 8.4 8 HCM Lane LOS AAAAAA HCM 95th Percentile Queue 0.5 0.2 0.1 0.5 0.1 0.2 18 HCM 2010 AWSC 6: Lady Moon & Rock Creek Recent PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh) 8.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 11 59 49 3 50 14 26 40 5 23 83 6 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(%) 222222222222 Movement Flow Rate 13 69 58 4 59 16 31 47 6 27 98 7 Number of Lanes 011010010110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1221 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2121 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1212 HCM Control Delay 8.2 8.8 9.1 8.7 HCM LOS AAAA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Volume Left (%) 37% 16% 0% 4% 100% 0% Volume Thru (%) 56% 84% 0% 75% 0% 93% Volume Right (%) 7% 0% 100% 21% 0% 7% Sign Control Stop Stop Stop Stop Stop Stop Traffic Volume by Lane 71 70 49 67 23 89 Left Turning Volume 40 59 0 50 0 83 Through Volume 5 0 49 14 0 6 Right Turning Volume 26 11 0 3 23 0 Lane Flow Rate 84 82 58 79 27 105 Geometry Group 677677 Degree of Utilization, X 0.122 0.12 0.072 0.113 0.043 0.149 Departure Headway, Hd 5.279 5.259 4.476 5.153 5.666 5.116 Convergence(Y/N) Yes Yes Yes Yes Yes Yes Capacity 679 682 800 695 632 700 Service Time 3.314 2.988 2.205 3.186 3.398 2.848 HCM Lane V/C Ratio 0.124 0.12 0.072 0.114 0.043 0.15 HCM Control Delay 9.1 8.7 7.6 8.8 8.7 8.7 HCM Lane LOS AAAAAA HCM 95th Percentile Queue 0.4 0.4 0.2 0.4 0.1 0.5 19 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 20 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 21 APPENDIX D 22 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 350 VPH AM 710 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB AM 455 VPH PM 870 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE TOTAL PEAK HOUR WARRANT AT ROCK CREEK/LADY MOON MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 350 VPH AM 710 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB AM 455 VPH PM 870 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 350 VPH AM 710 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB AM 455 VPH PM 870 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 APPENDIX E 31 HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Short Background AM Synchro 8 Light Report Joseph Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 16 1449 34 56 2089 163 77 32 78 1 1 5 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Queue, veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking, Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow Rate 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Lanes 130131111110 Capacity, veh/h 29 2991 70 138 3314 1032 291 313 266 194 29 145 Arriving On Green 0.01 0.39 0.39 0.08 0.65 0.65 0.06 0.17 0.17 0.00 0.11 0.11 Sat Flow, veh/h 1774.0 5111.9 119.9 1774.0 1583.3 1583.3 1774.0 1583.3 1583.3 1774.0 270.7 1353.3 Grp Volume(v), veh/h 18.8 1130.4 614.3 65.9 2457.6 191.8 90.6 37.6 91.8 1.2 0.0 7.1 Grp Sat Flow(s),veh/h/ln 1774.0 1695.1 1841.6 1774.0 1695.1 1583.3 1774.0 1862.7 1583.3 1774.0 0.0 1623.9 Q Serve(g_s), s 1.0 25.7 25.7 3.5 32.0 4.7 4.1 1.7 3.8 0.1 0.0 0.4 Cycle Q Clear(g_c), s 1.0 25.7 25.7 3.5 32.0 4.7 4.1 1.7 3.8 0.1 0.0 0.4 Proportion In Lane 1.000 0.065 1.000 1.000 1.000 1.000 1.000 0.833 Lane Grp Cap(c), veh/h 29.0 1983.4 1077.4 138.2 3314.0 1031.8 290.7 312.7 265.8 193.6 0.0 173.5 V/C Ratio(X) 0.649 0.570 0.570 0.477 0.742 0.186 0.312 0.120 0.345 0.006 0.000 0.041 Avail Cap(c_a), veh/h 252.7 2000.6 1086.8 324.9 3314.0 1031.8 315.5 312.7 265.8 317.6 0.0 181.8 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.689 0.689 0.689 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.000 1.000 Uniform Delay (d), s/veh 48.3 20.2 20.2 43.4 11.5 6.8 31.8 34.7 20.2 40.9 0.0 39.4 Incr Delay (d2), s/veh 15.5 0.3 0.5 2.5 0.9 0.1 0.6 0.8 3.5 0.0 0.0 0.4 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 Lane Group Delay (d), s/veh 63.9 20.5 20.7 45.9 12.5 6.9 32.4 35.5 23.7 40.9 0.0 39.8 Lane Group LOS E C C D B A CDCD D Approach Volume, veh/h 1764 2715 220 8 Approach Delay, s/veh 21.0 12.9 29.3 40.0 Approach LOS C B C D Timer Assigned Phase 5 2 1 6 3 8 7 4 Phase Duration (G+Y+Rc), s 5.61 62.00 11.66 68.05 9.63 20.50 4.13 15.00 Change Period (Y+Rc), s 4.00 7.00 7.00 7.00 4.00 6.50 4.00 6.50 Max Green Setting (Gmax), s 14.00 55.50 15.00 59.00 7.00 8.50 7.00 9.00 Max Q Clear Time (g_c+I1), s 3.04 27.67 5.50 34.02 6.13 5.76 2.06 2.38 Green Extension Time (p_c) 0.01 25.06 0.09 22.72 0.02 0.11 0.00 0.23 Intersection Summary HCM 2010 Control Delay 16.7 HCM 2010 Level of Service B 23 Timing Report, Sorted By Phase 1: Lady Moon & Harmony Short Background AM Synchro 8 Light Report Joseph Phase Number 12345678 Movement WBL EBT NBL SBTL EBL WBT SBL NBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 22 62 11 15 18 66 11 15 Maximum Split (%) 20.0% 56.4% 10.0% 13.6% 16.4% 60.0% 10.0% 13.6% Minimum Split (s) 11 22.5 8 22 8 23 8 22.5 Yellow Time (s) 5.5 5.5 3 3 3 5.5 3 3.5 All-Red Time (s) 1.5 1131 1.513 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 1 49 23 34 49 67 23 34 End Time (s) 23 1 34 49 67 23 34 49 Yield/Force Off (s) 16 104.5 30 43 63 16 30 42.5 Yield/Force Off 170(s) 16 93.5 30 32 63 5 30 31.5 Local Start Time (s) 44 92 66 77 92 0 66 77 Local Yield (s) 59 37.5 73 86 106 59 73 85.5 Local Yield 170(s) 59 26.5 73 75 106 48 73 74.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 67 (61%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 1: Lady Moon & Harmony 24 HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Short Background PM Synchro 8 Light Report Joseph Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 6 2375 84 58 2244 14 42 1 74 169 56 87 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Queue, veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking, Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow Rate 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Lanes 130131111110 Capacity, veh/h 12 2972 104 126 3344 1041 182 176 150 347 105 163 Arriving On Green 0.00 0.19 0.19 0.07 0.66 0.66 0.03 0.09 0.09 0.10 0.16 0.16 Sat Flow, veh/h 1774.0 5045.3 176.5 1774.0 1583.3 1583.3 1774.0 1583.3 1583.3 1774.0 658.7 1023.4 Grp Volume(v), veh/h 7.1 1867.5 1025.5 63.7 2465.9 15.4 49.4 1.2 87.1 198.8 0.0 168.2 Grp Sat Flow(s),veh/h/ln 1774.0 1695.1 1831.6 1774.0 1695.1 1583.3 1774.0 1862.7 1583.3 1774.0 0.0 1682.1 Q Serve(g_s), s 0.5 63.1 64.3 4.0 37.5 0.4 3.0 0.1 4.9 10.8 0.0 10.9 Cycle Q Clear(g_c), s 0.5 63.1 64.3 4.0 37.5 0.4 3.0 0.1 4.9 10.8 0.0 10.9 Proportion In Lane 1.000 0.096 1.000 1.000 1.000 1.000 1.000 0.608 Lane Grp Cap(c), veh/h 12.4 1997.1 1079.0 126.4 3344.1 1041.2 181.6 176.2 149.8 347.3 0.0 267.9 V/C Ratio(X) 0.567 0.935 0.950 0.504 0.737 0.015 0.272 0.007 0.581 0.573 0.000 0.628 Avail Cap(c_a), veh/h 183.1 2011.7 1086.8 183.1 3344.1 1041.2 227.7 176.2 149.8 347.3 0.0 267.9 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.513 0.513 0.513 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.000 1.000 Uniform Delay (d), s/veh 57.8 44.6 45.2 52.0 13.2 6.9 47.7 47.7 32.1 36.1 0.0 45.7 Incr Delay (d2), s/veh 19.1 5.0 10.2 3.1 0.9 0.0 0.8 0.1 15.4 2.3 0.0 10.7 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 Lane Group Delay (d), s/veh 77.0 49.7 55.4 55.1 14.1 6.9 48.5 47.8 47.5 38.4 0.0 56.3 Lane Group LOS E D EEBADDDD E Approach Volume, veh/h 2900 2545 138 367 Approach Delay, s/veh 51.8 15.1 47.9 46.6 Approach LOS D B D D Timer Assigned Phase 5 2 1 6 3 8 7 4 Phase Duration (G+Y+Rc), s 4.82 73.00 12.28 80.47 7.98 15.00 16.00 23.02 Change Period (Y+Rc), s 4.00 7.00 7.00 7.00 4.00 6.50 4.00 6.50 Max Green Setting (Gmax), s 12.00 66.50 9.00 66.00 7.00 8.50 12.00 14.00 Max Q Clear Time (g_c+I1), s 2.46 66.33 6.02 39.48 4.97 6.89 12.82 12.86 Green Extension Time (p_c) 0.00 0.17 0.03 25.73 0.02 0.17 0.00 0.12 Intersection Summary HCM 2010 Control Delay 35.7 HCM 2010 Level of Service D 25 Timing Report, Sorted By Phase 1: Lady Moon & Harmony Short Background PM Synchro 8 Light Report Joseph Phase Number 12345678 Movement WBL EBT NBL SBTL EBL WBT SBL NBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 16 73 11 20 16 73 16 15 Maximum Split (%) 13.3% 60.8% 9.2% 16.7% 13.3% 60.8% 13.3% 12.5% Minimum Split (s) 11 22.5 8 22 8 23 8 22.5 Yellow Time (s) 5.5 5.5 3 3 3 5.5 3 3.5 All-Red Time (s) 1.5 1131 1.513 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 75 2 91 102 2 18 91 107 End Time (s) 91 75 102 2 18 91 107 2 Yield/Force Off (s) 84 68.5 98 116 14 84 103 115.5 Yield/Force Off 170(s) 84 57.5 98 105 14 73 103 104.5 Local Start Time (s) 57 104 73 84 104 0 73 89 Local Yield (s) 66 50.5 80 98 116 66 85 97.5 Local Yield 170(s) 66 39.5 80 87 116 55 85 86.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 18 (15%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 1: Lady Moon & Harmony 26 HCM 2010 TWSC 5: Lady Moon & Precision Short Background AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 1 0 0 13 0 47 1 139 2 11 78 2 Conflicting Peds.(#/hr) 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Right Turn Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 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(%) 222222222222 Movement Flow Rate 1 0 0 15 0 55 1 164 2 13 92 2 Number of Lanes 010010110110 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow Rate - All 314 287 47 286 287 83 94 0 0 166 0 0 Stage 1 119 119 - 167 167 ------- Stage 2 195 168 - 119 120 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 639 623 1022 666 623 976 1500 - - 1412 - - Stage 1 885 797 - 835 760 ------- Stage 2 807 759 - 885 796 ------- Time blocked-Platoon(%) 0000000--0-- Mov Capacity-1 Maneuver 598 617 1022 661 617 976 1500 - - 1412 - - Mov Capacity-2 Maneuver 598 617 - 661 617 ------- Stage 1 884 790 - 834 759 ------- Stage 2 761 758 - 877 789 ------- Approach EB WB NB SB HCM Control Delay (s) 11 9.4 0.1 0.9 HCM LOS BAAA Lane NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (vph) 598 885 HCM Control Delay (s) 7.402 0 - 11 9.4 7.573 0 - HCM Lane VC Ratio 0.001 - - 0.002 0.08 0.009 - - HCM Lane LOS A A - BAAA- HCM 95th Percentile Queue (veh) 0.002 - - 0.006 0.259 0.028 - - 27 HCM 2010 TWSC 5: Lady Moon & Precision Short Background PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 60160220891339 1581 Conflicting Peds.(#/hr) 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Right Turn Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 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(%) 222222222222 Movement Flow Rate 70170260 1051546 1861 Number of Lanes 010010110110 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow Rate - All 405 399 94 392 392 61 187 0 0 120 0 0 Stage 1 279 279 - 113 113 ------- Stage 2 126 120 - 279 279 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 556 539 963 567 544 1004 1387 - - 1468 - - Stage 1 728 680 - 892 802 ------- Stage 2 878 796 - 728 680 ------- Time blocked-Platoon(%) 0000000--0-- Mov Capacity-1 Maneuver 529 522 963 553 527 1004 1387 - - 1468 - - Mov Capacity-2 Maneuver 529 522 - 553 527 ------- Stage 1 728 659 - 892 802 ------- Stage 2 855 796 - 704 659 ------- Approach EB WB NB SB HCM Control Delay (s) 11.5 9.4 0 1.5 HCM LOS BAAA Lane NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (vph) 565 855 HCM Control Delay (s) 0 - - 11.5 9.4 7.531 0 - HCM Lane VC Ratio - - - 0.015 0.039 0.031 - - HCM Lane LOS A - - BAAA- HCM 95th Percentile Queue (veh) 0 - - 0.044 0.12 0.097 - - 28 HCM 2010 AWSC 6: Lady Moon & Rock Creek Short Background AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh) 9.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 20 24 16 8 83 43 36 79 3 23 51 17 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(%) 222222222222 Movement Flow Rate 24 28 19 9 98 51 42 93 4 27 60 20 Number of Lanes 011010010110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1221 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2121 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1212 HCM Control Delay 8.5 9.6 9.7 8.6 HCM LOS AAAA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Volume Left (%) 31% 45% 0% 6% 100% 0% Volume Thru (%) 67% 55% 0% 62% 0% 75% Volume Right (%) 3% 0% 100% 32% 0% 25% Sign Control Stop Stop Stop Stop Stop Stop Traffic Volume by Lane 118 44 16 134 23 68 Left Turning Volume 79 24 0 83 0 51 Through Volume 3 0 16 43 0 17 Right Turning Volume 36 20 0 8 23 0 Lane Flow Rate 139 52 19 158 27 80 Geometry Group 677677 Degree of Utilization, X 0.205 0.08 0.024 0.223 0.043 0.113 Departure Headway, Hd 5.312 5.574 4.64 5.095 5.775 5.096 Convergence(Y/N) Yes Yes Yes Yes Yes Yes Capacity 675 641 769 703 619 702 Service Time 3.352 3.319 2.385 3.133 3.517 2.837 HCM Lane V/C Ratio 0.206 0.081 0.025 0.225 0.044 0.114 HCM Control Delay 9.7 8.8 7.5 9.6 8.8 8.5 HCM Lane LOS AAAAAA HCM 95th Percentile Queue 0.8 0.3 0.1 0.9 0.1 0.4 29 HCM 2010 AWSC 6: Lady Moon & Rock Creek Short Background PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh) 9.5 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 23 86 65 3 68 26 35 53 6 42 111 12 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(%) 222222222222 Movement Flow Rate 27 101 76 4 80 31 41 62 7 49 131 14 Number of Lanes 011010010110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1221 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2121 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1212 HCM Control Delay 9.2 9.7 9.9 9.6 HCM LOS AAAA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Volume Left (%) 37% 21% 0% 3% 100% 0% Volume Thru (%) 56% 79% 0% 70% 0% 90% Volume Right (%) 6% 0% 100% 27% 0% 10% Sign Control Stop Stop Stop Stop Stop Stop Traffic Volume by Lane 94 109 65 97 42 123 Left Turning Volume 53 86 0 68 0 111 Through Volume 6 0 65 26 0 12 Right Turning Volume 35 23 0 3 42 0 Lane Flow Rate 111 128 76 114 49 145 Geometry Group 677677 Degree of Utilization, X 0.174 0.199 0.102 0.173 0.082 0.217 Departure Headway, Hd 5.652 5.592 4.78 5.466 5.983 5.41 Convergence(Y/N) Yes Yes Yes Yes Yes Yes Capacity 630 639 744 652 595 658 Service Time 3.731 3.358 2.546 3.541 3.756 3.182 HCM Lane V/C Ratio 0.176 0.2 0.102 0.175 0.082 0.22 HCM Control Delay 9.9 9.8 8.1 9.7 9.3 9.7 HCM Lane LOS AAAAAA HCM 95th Percentile Queue 0.6 0.7 0.3 0.6 0.3 0.8 30 APPENDIX F 56 HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 120 1830 175 275 2460 180 205 35 80 5 5 5 Number 5 2 12 1 6 16 3 8 18 7 4 14 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 1 3 1 2 3 1 2 1 0 1 1 0 Cap, veh/h 154 2493 742 435 2696 839 279 121 274 249 135 135 Arrive On Green 0.09 0.49 0.47 0.13 0.53 0.53 0.08 0.24 0.24 0.01 0.16 0.14 Sat Flow, veh/h 1774 5085 1583 3442 5085 1583 3442 507 1152 1774 856 856 Grp Volume(v), veh/h 126 1926 184 289 2589 189 216 0 121 5 0 10 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1721 1695 1583 1721 0 1659 1774 0 1712 Q Serve(g_s), s 8.0 35.5 5.4 9.1 55.7 7.3 7.0 0.0 6.8 0.3 0.0 0.6 Cycle Q Clear(g_c), s 8.0 35.5 5.4 9.1 55.7 7.3 7.0 0.0 6.8 0.3 0.0 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.69 1.00 0.50 Lane Grp Cap(c), veh/h 154 2493 742 435 2696 839 279 0 395 249 0 270 V/C Ratio(X) 0.82 0.77 0.25 0.66 0.96 0.23 0.77 0.00 0.31 0.02 0.00 0.04 Avail Cap(c_a), veh/h 217 2493 742 542 2696 839 362 0 395 318 0 270 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 51.3 23.9 8.3 47.6 25.7 14.3 51.4 0.0 35.8 41.8 0.0 41.2 Incr Delay (d2), s/veh 15.2 2.4 0.8 2.2 10.3 0.6 7.6 0.0 2.0 0.0 0.0 0.3 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 4.2 14.3 2.1 4.0 23.4 2.9 3.4 0.0 3.1 0.1 0.0 0.3 Lane Grp Delay (d), s/veh 66.5 26.3 9.1 49.7 36.0 14.9 59.0 0.0 37.8 41.9 0.0 41.4 Lane Grp LOS E C A D D B E D D D Approach Vol, veh/h 2236 3067 337 15 Approach Delay, s/veh 27.1 36.0 51.4 41.6 Approach LOS C D D D Timer Assigned Phs 5 2 1 6 3 8 7 4 Phs Duration (G+Y+Rc), s 13.9 60.0 18.4 64.5 13.3 31.2 4.6 22.5 Change Period (Y+Rc), s 4.0 6.5 7.0 7.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 14.0 53.5 15.0 57.0 12.0 22.5 5.0 16.0 Max Q Clear Time (g_c+I1), s 10.0 37.5 11.1 57.7 9.0 8.8 2.3 2.6 Green Ext Time (p_c), s 0.1 9.5 0.3 0.0 0.2 0.4 0.0 0.4 Intersection Summary HCM 2010 Ctrl Delay 33.4 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Phase Number 1 2 3 4 5 6 7 8 Movement WBL EBT NBL SBTL EBL WBT SBL NBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 22 60 16 22 18 64 9 29 Maximum Split (%) 18.3% 50.0% 13.3% 18.3% 15.0% 53.3% 7.5% 24.2% Minimum Split (s) 11 22.5 8 22 8 23 8 22.5 Yellow Time (s) 5.5 5.5 3 3 3 5.5 3 3.5 All-Red Time (s) 1.5 1 1 3 1 1.5 1 3 Minimum Initial (s) 4 4 4 4 4 4 4 4 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) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 109 49 11 27 49 67 11 20 End Time (s) 11 109 27 49 67 11 20 49 Yield/Force Off (s) 4 102.5 23 43 63 4 16 42.5 Yield/Force Off 170(s) 4 102.5 23 43 63 4 16 42.5 Local Start Time (s) 42 102 64 80 102 0 64 73 Local Yield (s) 57 35.5 76 96 116 57 69 95.5 Local Yield 170(s) 57 35.5 76 96 116 57 69 95.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 67 (56%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 1: Lady Moon & Harmony HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 2910 155 225 2505 15 400 5 180 190 65 100 Number 5 2 12 1 6 16 3 8 18 7 4 14 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 1 3 1 2 3 1 2 1 0 1 1 0 Cap, veh/h 17 2814 850 252 3137 977 470 7 268 263 84 130 Arrive On Green 0.01 0.55 0.54 0.07 0.62 0.62 0.14 0.17 0.17 0.09 0.13 0.11 Sat Flow, veh/h 1774 5085 1583 3442 5085 1583 3442 41 1549 1774 661 1021 Grp Volume(v), veh/h 11 3063 163 237 2637 16 421 0 194 200 0 173 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1721 1695 1583 1721 0 1589 1774 0 1683 Q Serve(g_s), s 0.9 83.0 4.4 10.3 61.9 0.6 18.1 0.0 17.2 14.0 0.0 15.0 Cycle Q Clear(g_c), s 0.9 83.0 4.4 10.3 61.9 0.6 18.1 0.0 17.2 14.0 0.0 15.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.97 1.00 0.61 Lane Grp Cap(c), veh/h 17 2814 850 252 3137 977 470 0 276 263 0 213 V/C Ratio(X) 0.63 1.09 0.19 0.94 0.84 0.02 0.90 0.00 0.70 0.76 0.00 0.81 Avail Cap(c_a), veh/h 47 2814 850 252 3137 977 505 0 276 263 0 213 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 74.0 33.5 5.5 69.2 22.9 11.1 63.7 0.0 58.4 54.4 0.0 64.3 Incr Delay (d2), s/veh 32.2 46.6 0.5 40.3 2.9 0.0 17.8 0.0 14.1 12.2 0.0 27.3 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 44.7 1.7 5.9 24.5 0.2 9.3 0.0 8.2 1.7 0.0 8.3 Lane Grp Delay (d), s/veh 106.2 80.1 6.0 109.4 25.8 11.2 81.5 0.0 72.4 66.6 0.0 91.6 Lane Grp LOS F F A F C B F E E F Approach Vol, veh/h 3237 2890 615 373 Approach Delay, s/veh 76.4 32.6 78.6 78.2 Approach LOS E C E E Timer Assigned Phs 5 2 1 6 3 8 7 4 Phs Duration (G+Y+Rc), s 5.5 87.0 15.0 96.5 24.5 30.0 18.0 23.5 Change Period (Y+Rc), s 4.0 6.5 7.0 7.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 4.0 80.5 8.0 87.0 22.0 23.5 14.0 16.0 Max Q Clear Time (g_c+I1), s 2.9 85.0 12.3 63.9 20.1 19.2 16.0 17.0 Green Ext Time (p_c), s 0.0 0.0 0.0 17.2 0.4 0.6 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 58.9 HCM 2010 LOS E Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Phase Number 1 2 3 4 5 6 7 8 Movement WBL EBT NBL SBTL EBL WBT SBL NBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 15 87 26 22 8 94 18 30 Maximum Split (%) 10.0% 58.0% 17.3% 14.7% 5.3% 62.7% 12.0% 20.0% Minimum Split (s) 11 22.5 8 22 8 23 8 22.5 Yellow Time (s) 5.5 5.5 3 3 3 5.5 3 3.5 All-Red Time (s) 1.5 1 1 3 1 1.5 1 3 Minimum Initial (s) 4 4 4 4 4 4 4 4 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) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 146 59 11 37 59 67 11 29 End Time (s) 11 146 37 59 67 11 29 59 Yield/Force Off (s) 4 139.5 33 53 63 4 25 52.5 Yield/Force Off 170(s) 4 139.5 33 53 63 4 25 52.5 Local Start Time (s) 79 142 94 120 142 0 94 112 Local Yield (s) 87 72.5 116 136 146 87 108 135.5 Local Yield 170(s) 87 72.5 116 136 146 87 108 135.5 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 67 (45%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 1: Lady Moon & Harmony HCM 2010 TWSC 2: Lady Moon & RT Access Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 10 0 0 15 0 305 5 0 430 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 24 24 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 11 0 0 16 0 321 5 0 453 26 Number of Lanes 0 0 1 0 0 1 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 790 792 466 790 803 324 479 0 0 326 0 0 Stage 1 466 466 - 324 324 - - - - - - - Stage 2 324 326 - 466 479 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 308 322 597 308 317 717 1083 - - 1234 - - Stage 1 577 562 - 688 650 - - - - - - - Stage 2 688 648 - 577 555 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 301 322 597 303 317 717 1083 - - 1234 - - Mov Capacity-2 Maneuver 301 322 - 303 317 - - - - - - - Stage 1 577 562 - 688 650 - - - - - - - Stage 2 673 648 - 567 555 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.1 10.1 0 0 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1083 - - 597 717 1234 - - HCM Control Delay, s 0 - - 11.1 10.1 0 - - HCM Lane V/C Ratio - - - 0.02 0.02 - - - HCM Lane LOS A - - B B A - - HCM 95th-tile Q, veh 0.0 - - 0.1 0.1 0.0 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 2: Lady Moon & RT Access Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 40 0 0 50 0 535 5 0 375 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 24 24 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 42 0 0 53 0 563 5 0 395 74 Number of Lanes 0 0 1 0 0 1 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 998 1000 432 998 1034 566 468 0 0 568 0 0 Stage 1 432 432 - 566 566 - - - - - - - Stage 2 566 568 - 432 468 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 223 243 624 223 232 524 1094 - - 1004 - - Stage 1 602 582 - 509 507 - - - - - - - Stage 2 509 506 - 602 561 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 201 243 624 208 232 524 1094 - - 1004 - - Mov Capacity-2 Maneuver 201 243 - 208 232 - - - - - - - Stage 1 602 582 - 509 507 - - - - - - - Stage 2 458 506 - 561 561 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.2 12.6 0 0 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1094 - - 624 524 1004 - - HCM Control Delay, s 0 - - 11.2 12.6 0 - - HCM Lane V/C Ratio - - - 0.07 0.10 - - - HCM Lane LOS A - - B B A - - HCM 95th-tile Q, veh 0.0 - - 0.2 0.3 0.0 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 3: Lady Moon & Timberwood Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 15 5 40 295 370 70 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 0 200 0 Median Width 12 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 5 42 311 389 74 Number of Lanes 1 0 1 1 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 821 426 463 0 - 0 Stage 1 426 - - - - - Stage 2 395 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 344 628 1098 - - - Stage 1 659 - - - - - Stage 2 681 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 331 628 1098 - - - Mov Capacity-2 Maneuver 451 - - - - - Stage 1 659 - - - - - Stage 2 655 - - - - - Approach EB NB SB HCM Control Delay, s 12.8 1 0 HCM LOS B - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 1098 - 485 - - HCM Control Delay, s 8.409 - 12.8 - - HCM Lane V/C Ratio 0.04 - 0.04 - - HCM Lane LOS A - B - - HCM 95th-tile Q, veh 0.1 - 0.1 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 3: Lady Moon & Timberwood Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 105 25 35 435 395 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 0 200 0 Median Width 12 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 111 26 37 458 416 21 Number of Lanes 1 0 1 1 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 958 426 437 0 - 0 Stage 1 426 - - - - - Stage 2 532 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 285 628 1123 - - - Stage 1 659 - - - - - Stage 2 589 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 276 628 1123 - - - Mov Capacity-2 Maneuver 404 - - - - - Stage 1 659 - - - - - Stage 2 570 - - - - - Approach EB NB SB HCM Control Delay, s 17.1 0.6 0 HCM LOS C - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 1123 - 434 - - HCM Control Delay, s 8.314 - 17.1 - - HCM Lane V/C Ratio 0.03 - 0.32 - - HCM Lane LOS A - C - - HCM 95th-tile Q, veh 0.1 - 1.3 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 4: Lady Moon & LeFever Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 5 5 5 5 50 35 280 25 140 190 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 200 0 200 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 5 5 5 5 53 37 295 26 147 200 47 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 929 913 224 906 924 308 247 0 0 321 0 0 Stage 1 518 518 - 382 382 - - - - - - - Stage 2 411 395 - 524 542 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 248 273 815 257 269 732 1319 - - 1239 - - Stage 1 541 533 - 640 613 - - - - - - - Stage 2 618 605 - 537 520 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 201 234 815 223 230 732 1319 - - 1239 - - Mov Capacity-2 Maneuver 201 234 - 223 230 - - - - - - - Stage 1 526 470 - 622 596 - - - - - - - Stage 2 553 588 - 465 458 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.3 12.7 0.8 3.1 HCM LOS C B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1319 - - 286 533 1239 - - HCM Control Delay, s 7.808 - - 18.3 12.7 8.297 - - HCM Lane V/C Ratio 0.03 - - 0.06 0.12 0.12 - - HCM Lane LOS A - - C B A - - HCM 95th-tile Q, veh 0.1 - - 0.2 0.4 0.4 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 4: Lady Moon & LeFever Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 5.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 35 5 35 25 5 200 10 235 10 80 330 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 200 0 200 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 37 5 37 26 5 211 11 247 11 84 347 11 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 903 800 353 816 800 253 358 0 0 258 0 0 Stage 1 521 521 - 274 274 - - - - - - - Stage 2 382 279 - 542 526 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 258 318 691 296 318 786 1201 - - 1307 - - Stage 1 539 532 - 732 683 - - - - - - - Stage 2 640 680 - 525 529 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 176 295 691 261 295 786 1201 - - 1307 - - Mov Capacity-2 Maneuver 176 295 - 261 295 - - - - - - - Stage 1 534 498 - 725 677 - - - - - - - Stage 2 461 674 - 460 495 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 22.7 14.3 0.3 1.5 HCM LOS C B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1201 - - 281 626 1307 - - HCM Control Delay, s 8.024 - - 22.7 14.3 7.944 - - HCM Lane V/C Ratio 0.01 - - 0.28 0.39 0.06 - - HCM Lane LOS A - - C B A - - HCM 95th-tile Q, veh 0.0 - - 1.1 1.8 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 5: Lady Moon & Precision Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 5 10 15 5 100 45 235 30 65 110 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 5 11 16 5 105 47 247 32 68 116 26 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 679 640 129 632 637 263 142 0 0 279 0 0 Stage 1 266 266 - 358 358 - - - - - - - Stage 2 413 374 - 274 279 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 366 393 921 393 395 776 1441 - - 1284 - - Stage 1 739 689 - 660 628 - - - - - - - Stage 2 616 618 - 732 680 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 293 360 921 360 362 776 1441 - - 1284 - - Mov Capacity-2 Maneuver 293 360 - 360 362 - - - - - - - Stage 1 715 653 - 638 608 - - - - - - - Stage 2 511 598 - 680 644 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.9 11.9 1.1 2.6 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1441 - - 478 651 1284 - - HCM Control Delay, s 7.583 - - 12.9 11.9 7.961 - - HCM Lane V/C Ratio 0.03 - - 0.04 0.19 0.05 - - HCM Lane LOS A - - B B A - - HCM 95th-tile Q, veh 0.1 - - 0.1 0.7 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 5: Lady Moon & Precision Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 5 35 30 5 80 10 145 15 85 295 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 5 37 32 5 84 11 153 16 89 311 11 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 721 684 316 698 682 161 321 0 0 168 0 0 Stage 1 495 495 - 182 182 - - - - - - - Stage 2 226 189 - 516 500 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 343 371 724 355 372 884 1239 - - 1410 - - Stage 1 556 546 - 820 749 - - - - - - - Stage 2 777 744 - 542 543 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 290 344 724 315 345 884 1239 - - 1410 - - Mov Capacity-2 Maneuver 290 344 - 315 345 - - - - - - - Stage 1 551 512 - 813 742 - - - - - - - Stage 2 692 737 - 477 509 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.4 12.9 0.5 1.7 HCM LOS C B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1239 - - 421 574 1410 - - HCM Control Delay, s 7.93 - - 15.4 12.9 7.726 - - HCM Lane V/C Ratio 0.01 - - 0.18 0.21 0.06 - - HCM Lane LOS A - - C B A - - HCM 95th-tile Q, veh 0.0 - - 0.6 0.8 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 19.7 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 115 160 35 45 210 55 115 140 60 30 70 35 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 121 168 37 47 221 58 121 147 63 32 74 37 Number of Lanes 0 1 1 0 1 0 0 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 2 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 2 1 2 HCM Control Delay 18.4 21.4 22.7 12.1 HCM LOS C C C B Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 37% 42% 0% 15% 100% 0% Vol Thru, % 44% 58% 0% 68% 0% 67% Vol Right, % 19% 0% 100% 18% 0% 33% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 315 275 35 310 30 105 LT Vol 140 160 0 210 0 70 Through Vol 60 0 35 55 0 35 RT Vol 115 115 0 45 30 0 Lane Flow Rate 332 289 37 326 32 111 Geometry Grp 6 7 7 6 7 7 Degree of Util (X) 0.655 0.579 0.064 0.633 0.071 0.227 Departure Headway (Hd) 7.106 7.201 6.271 6.98 8.147 7.392 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 507 501 569 516 438 484 Service Time 5.163 4.962 4.031 5.039 5.922 5.167 HCM Lane V/C Ratio 0.655 0.577 0.065 0.632 0.073 0.229 HCM Control Delay 22.7 19.5 9.5 21.4 11.5 12.3 HCM Lane LOS C C A C B B HCM 95th-tile Q 4.7 3.6 0.2 4.4 0.2 0.9 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 27.8 Intersection LOS D Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 60 245 150 75 250 30 65 80 55 70 175 115 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 63 258 158 79 263 32 68 84 58 74 184 121 Number of Lanes 0 1 1 0 1 0 0 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 2 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 2 1 2 HCM Control Delay 23.9 41.2 20.8 23.4 HCM LOS C E C C Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 33% 20% 0% 21% 100% 0% Vol Thru, % 40% 80% 0% 70% 0% 60% Vol Right, % 28% 0% 100% 8% 0% 40% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 200 305 150 355 70 290 LT Vol 80 245 0 250 0 175 Through Vol 55 0 150 30 0 115 RT Vol 65 60 0 75 70 0 Lane Flow Rate 211 321 158 374 74 305 Geometry Grp 6 7 7 6 7 7 Degree of Util (X) 0.513 0.719 0.318 0.839 0.179 0.675 Departure Headway (Hd) 8.776 8.064 7.24 8.083 8.761 7.957 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 411 446 496 448 409 455 Service Time 6.85 5.826 5.001 6.145 6.52 5.716 HCM Lane V/C Ratio 0.513 0.72 0.319 0.835 0.181 0.67 HCM Control Delay 20.8 29 13.4 41.2 13.4 25.8 HCM Lane LOS C D B E B D HCM 95th-tile Q 2.8 5.6 1.4 8.2 0.6 4.9 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 Roundabout 6: Lady Moon & Rock Creek Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 9.0 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 326 326 331 143 Demand Flow Rate, veh/h 332 332 337 146 Vehicles Circulating, veh/h 156 396 327 396 Vehicles Exiting, veh/h 386 268 161 332 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.5 10.7 9.7 7.0 Approach LOS A B A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 332 332 337 146 Cap Entry Lane, veh/h 967 760 815 760 Entry HV Adj Factor 0.981 0.981 0.982 0.976 Flow Entry, veh/h 326 326 331 143 Cap Entry, veh/h 948 746 800 742 V/C Ratio 3.43 4.37 4.14 1.92 Control Delay, s/veh 7.5 10.7 9.7 7.0 LOS A B A A 95th %tile Queue, veh 0.2 0.2 0.2 0.1 HCM 2010 Roundabout 6: Lady Moon & Rock Creek Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 11.7 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 479 374 210 379 Demand Flow Rate, veh/h 488 382 214 386 Vehicles Circulating, veh/h 344 219 402 418 Vehicles Exiting, veh/h 460 397 430 183 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 14.5 9.1 8.2 12.7 Approach LOS B A A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 488 382 214 386 Cap Entry Lane, veh/h 801 908 756 744 Entry HV Adj Factor 0.981 0.978 0.983 0.983 Flow Entry, veh/h 479 374 210 379 Cap Entry, veh/h 786 888 743 731 V/C Ratio 6.09 4.21 2.83 5.19 Control Delay, s/veh 14.5 9.1 8.2 12.7 LOS B A A B 95th %tile Queue, veh 0.4 0.2 0.1 0.3 HCM 2010 TWSC 7: Cinquefoil & Harmony Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 1720 195 0 2915 0 110 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 200 0 0 0 Median Width 24 24 0 Grade, % 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1811 205 0 3068 0 116 Number of Lanes 3 1 0 3 0 1 Major/Minor Major 1 Major 2 Conflicting Flow All 0 0 1811 0 3038 905 Stage 1 - - - - 1811 - Stage 2 - - - - 1227 - Follow-up Headway - - 3.12 - 3.82 3.92 Pot Capacity-1 Maneuver - - 156 - 25 240 Stage 1 - - - - 75 - Stage 2 - - - - 215 - Time blocked-Platoon, % - - 0 - 0 0 Mov Capacity-1 Maneuver - - 156 - 25 240 Mov Capacity-2 Maneuver - - - - 25 - Stage 1 - - - - 75 - Stage 2 - - - - 215 - Approach EB WB NB HCM Control Delay, s 0 0 33.2 HCM LOS - - D Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Cap, veh/h 240 - - 156 - HCM Control Delay, s 33.2 - - 0 - HCM Lane V/C Ratio 0.48 - - - - HCM Lane LOS D - - A - HCM 95th-tile Q, veh 2.4 - - 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 7: Cinquefoil & Harmony Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 22.6 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 3100 180 0 2745 0 180 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 200 0 0 0 Median Width 24 24 0 Grade, % 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3263 189 0 2889 0 189 Number of Lanes 3 1 0 3 0 1 Major/Minor Major 1 Major 2 Conflicting Flow All 0 0 3263 0 4419 1632 Stage 1 - - - - 3263 - Stage 2 - - - - 1156 - Follow-up Headway - - 3.12 - 3.82 3.92 Pot Capacity-1 Maneuver - - 27 - 4 # 77 Stage 1 - - - - 8 - Stage 2 - - - - 235 - Time blocked-Platoon, % - - 0 - 0 0 Mov Capacity-1 Maneuver - - 27 - 4 # 77 Mov Capacity-2 Maneuver - - - - 4 - Stage 1 - - - - 8 - Stage 2 - - - - 235 - Approach EB WB NB HCM Control Delay, s 0 0 $ 780.1 HCM LOS - - F Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Cap, veh/h 77 - - 27 - HCM Control Delay, s $ 780.1 - - 0 - HCM Lane V/C Ratio 2.46 - - - - HCM Lane LOS F - - A - HCM 95th-tile Q, veh 18.0 - - 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 8: Cinquefoil & ER Access Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 5 0 40 15 10 0 100 100 65 130 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 5 0 42 16 11 0 105 105 68 137 0 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 445 485 137 434 432 158 137 0 0 211 0 0 Stage 1 274 274 - 158 158 - - - - - - - Stage 2 171 211 - 276 274 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 523 482 911 532 516 887 1447 - - 1360 - - Stage 1 732 683 - 844 767 - - - - - - - Stage 2 831 728 - 730 683 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 483 456 911 506 488 887 1447 - - 1360 - - Mov Capacity-2 Maneuver 483 456 - 506 488 - - - - - - - Stage 1 732 646 - 844 767 - - - - - - - Stage 2 804 728 - 685 646 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13 12.7 0 2.6 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1447 - - 456 537 1360 - - HCM Control Delay, s 0 - - 13 12.7 7.787 0 - HCM Lane V/C Ratio - - - 0.01 0.13 0.05 - - HCM Lane LOS A - - B B A A - HCM 95th-tile Q, veh 0.0 - - 0.0 0.4 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 8: Cinquefoil & ER Access Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 11.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 5 0 210 50 65 0 115 150 85 95 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 5 0 221 53 68 0 121 158 89 100 0 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 540 558 100 482 479 200 100 0 0 279 0 0 Stage 1 279 279 - 200 200 - - - - - - - Stage 2 261 279 - 282 279 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 453 438 956 495 486 841 1493 - - 1284 - - Stage 1 728 680 - 802 736 - - - - - - - Stage 2 744 680 - 725 680 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 358 406 956 463 451 841 1493 - - 1284 - - Mov Capacity-2 Maneuver 358 406 - 463 451 - - - - - - - Stage 1 728 630 - 802 736 - - - - - - - Stage 2 635 680 - 666 630 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14 25.7 0 3.8 HCM LOS B D - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1493 - - 406 506 1284 - - HCM Control Delay, s 0 - - 14 25.7 8.014 0 - HCM Lane V/C Ratio - - - 0.01 0.68 0.07 - - HCM Lane LOS A - - B D A A - HCM 95th-tile Q, veh 0.0 - - 0.0 5.0 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 7: Cinquefoil & Le Fever Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 40 45 5 30 35 30 15 130 85 90 55 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 42 47 5 32 37 32 16 137 89 95 58 26 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 508 519 71 500 487 182 84 0 0 226 0 0 Stage 1 261 261 - 213 213 - - - - - - - Stage 2 247 258 - 287 274 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 475 461 991 481 481 861 1513 - - 1342 - - Stage 1 744 692 - 789 726 - - - - - - - Stage 2 757 694 - 720 683 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 401 422 991 409 440 861 1513 - - 1342 - - Mov Capacity-2 Maneuver 401 422 - 409 440 - - - - - - - Stage 1 735 641 - 780 717 - - - - - - - Stage 2 683 686 - 614 632 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.9 13.9 0.5 4.2 HCM LOS C B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1513 - - 426 506 1342 - - HCM Control Delay, s 7.404 0 - 15.9 13.9 7.886 0 - HCM Lane V/C Ratio 0.01 - - 0.22 0.20 0.07 - - HCM Lane LOS A A - C B A A - HCM 95th-tile Q, veh 0.0 - - 0.8 0.7 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 7: Cinquefoil & Le Fever Long Bkgrd PM Banner 12/11/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 8.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 75 25 15 85 85 55 5 135 35 45 185 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 79 26 16 89 89 58 5 142 37 47 195 79 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 574 518 234 521 539 161 274 0 0 179 0 0 Stage 1 329 329 - 171 171 - - - - - - - Stage 2 245 189 - 350 368 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 430 462 805 466 449 884 1289 - - 1397 - - Stage 1 684 646 - 831 757 - - - - - - - Stage 2 759 744 - 666 621 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 326 442 805 422 429 884 1289 - - 1397 - - Mov Capacity-2 Maneuver 326 442 - 422 429 - - - - - - - Stage 1 681 620 - 828 754 - - - - - - - Stage 2 623 741 - 600 596 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19 19.2 0.2 1.1 HCM LOS C C - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1289 - - 377 487 1397 - - HCM Control Delay, s 7.804 0 - 19 19.2 7.667 0 - HCM Lane V/C Ratio 0.00 - - 0.32 0.49 0.03 - - HCM Lane LOS A A - C C A A - HCM 95th-tile Q, veh 0.0 - - 1.4 2.6 0.1 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 14: Cinquefoil & Precision Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 10 5 70 45 35 30 180 30 20 60 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 11 5 74 47 37 32 189 32 21 63 11 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 422 395 68 386 384 205 74 0 0 221 0 0 Stage 1 111 111 - 268 268 - - - - - - - Stage 2 311 284 - 118 116 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 542 542 995 573 550 836 1526 - - 1348 - - Stage 1 894 804 - 738 687 - - - - - - - Stage 2 699 676 - 887 800 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 468 521 995 544 528 836 1526 - - 1348 - - Mov Capacity-2 Maneuver 468 521 - 544 528 - - - - - - - Stage 1 873 791 - 720 671 - - - - - - - Stage 2 606 660 - 857 787 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.2 13.4 0.9 1.7 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1526 - - 533 586 1348 - - HCM Control Delay, s 7.409 0 - 12.2 13.4 7.713 0 - HCM Lane V/C Ratio 0.02 - - 0.06 0.27 0.02 - - HCM Lane LOS A A - B B A A - HCM 95th-tile Q, veh 0.1 - - 0.2 1.1 0.0 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 14: Cinquefoil & Precision Long Bkgrd PM Banner 12/11/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 25 30 25 45 25 25 10 125 60 45 230 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 32 26 47 26 26 11 132 63 47 242 11 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 553 558 247 555 531 163 253 0 0 195 0 0 Stage 1 342 342 - 184 184 - - - - - - - Stage 2 211 216 - 371 347 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 444 438 792 442 454 882 1312 - - 1378 - - Stage 1 673 638 - 818 747 - - - - - - - Stage 2 791 724 - 649 635 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 396 417 792 388 432 882 1312 - - 1378 - - Mov Capacity-2 Maneuver 396 417 - 388 432 - - - - - - - Stage 1 667 612 - 811 740 - - - - - - - Stage 2 733 717 - 571 610 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.1 14.7 0.4 1.2 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1312 - - 480 470 1378 - - HCM Control Delay, s 7.766 0 - 14.1 14.7 7.705 0 - HCM Lane V/C Ratio 0.01 - - 0.18 0.21 0.03 - - HCM Lane LOS A A - B B A A - HCM 95th-tile Q, veh 0.0 - - 0.6 0.8 0.1 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: Rock Creek & Cinquefoil Long Bkgrd AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 7.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 190 35 20 5 120 30 45 10 10 30 5 120 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 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 200 37 21 5 126 32 47 11 11 32 5 126 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 158 0 0 58 0 0 665 615 47 611 611 142 Stage 1 - - - - - - 447 447 - 153 153 - Stage 2 - - - - - - 218 168 - 458 458 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1422 - - 1546 - - 374 407 1022 406 409 906 Stage 1 - - - - - - 591 573 - 849 771 - Stage 2 - - - - - - 784 759 - 583 567 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1422 - - 1546 - - 282 346 1022 348 348 906 Mov Capacity-2 Maneuver - - - - - - 282 346 - 348 348 - Stage 1 - - - - - - 505 489 - 725 768 - Stage 2 - - - - - - 667 756 - 482 484 - Approach EB WB NB SB HCM Control Delay, s 6.2 0.2 18.8 12.2 HCM LOS - - C B Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 328 1422 - - 1546 - - 665 HCM Control Delay, s 18.8 7.946 0 - 7.337 0 - 12.2 HCM Lane V/C Ratio 0.21 0.14 - - 0.00 - - 0.24 HCM Lane LOS C A A - A A - B HCM 95th-tile Q, veh 0.8 0.5 - - 0.0 - - 1.0 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: Rock Creek & Cinquefoil Long Bkgrd PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 8.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 170 130 45 10 65 35 40 5 5 45 10 240 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 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 179 137 47 11 68 37 42 5 5 47 11 253 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 105 0 0 184 0 0 757 644 161 632 650 87 Stage 1 - - - - - - 518 518 - 108 108 - Stage 2 - - - - - - 239 126 - 524 542 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1486 - - 1391 - - 324 391 884 393 388 971 Stage 1 - - - - - - 541 533 - 897 806 - Stage 2 - - - - - - 764 792 - 537 520 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1486 - - 1391 - - 209 336 884 344 333 971 Mov Capacity-2 Maneuver - - - - - - 209 336 - 344 333 - Stage 1 - - - - - - 468 461 - 776 800 - Stage 2 - - - - - - 553 786 - 456 450 - Approach EB WB NB SB HCM Control Delay, s 3.8 0.7 24.6 13.7 HCM LOS - - C B Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 236 1486 - - 1391 - - 723 HCM Control Delay, s 24.6 7.754 0 - 7.608 0 - 13.7 HCM Lane V/C Ratio 0.22 0.12 - - 0.01 - - 0.43 HCM Lane LOS C A A - A A - B HCM 95th-tile Q, veh 0.8 0.4 - - 0.0 - - 2.2 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined APPENDIX G 73 HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Short Total PM Synchro 8 Light Report Joseph Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 6 2380 109 73 2244 14 95 1 79 169 56 87 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Queue, veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking, Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow Rate 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Lanes 130131111110 Capacity, veh/h 12 2905 131 145 3364 1047 189 174 148 343 87 135 Arriving On Green 0.00 0.19 0.19 0.08 0.66 0.66 0.06 0.09 0.09 0.10 0.13 0.13 Sat Flow, veh/h 1774.0 4988.1 225.1 1774.0 1583.3 1583.3 1774.0 1583.3 1583.3 1774.0 658.7 1023.4 Grp Volume(v), veh/h 7.1 1889.9 1038.4 80.2 2465.9 15.4 111.8 1.2 92.9 198.8 0.0 168.2 Grp Sat Flow(s),veh/h/ln 1774.0 1695.1 1823.0 1774.0 1695.1 1583.3 1774.0 1862.7 1583.3 1774.0 0.0 1682.1 Q Serve(g_s), s 0.5 64.9 66.7 5.1 37.5 0.4 6.9 0.1 5.2 11.4 0.0 11.3 Cycle Q Clear(g_c), s 0.5 64.9 66.7 5.1 37.5 0.4 6.9 0.1 5.2 11.4 0.0 11.3 Proportion In Lane 1.000 0.123 1.000 1.000 1.000 1.000 1.000 0.608 Lane Grp Cap(c), veh/h 12.4 1974.3 1061.7 145.2 3363.6 1047.3 189.0 174.2 148.1 343.3 0.0 221.7 V/C Ratio(X) 0.568 0.957 0.978 0.553 0.733 0.015 0.591 0.007 0.628 0.579 0.000 0.759 Avail Cap(c_a), veh/h 181.0 1988.7 1069.4 181.0 3363.6 1047.3 189.0 174.2 148.1 343.3 0.0 228.8 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.513 0.513 0.513 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.000 1.000 Uniform Delay (d), s/veh 58.5 46.1 46.8 51.9 13.1 6.8 47.5 48.4 31.9 39.1 0.0 49.3 Incr Delay (d2), s/veh 19.2 7.1 14.8 3.3 0.8 0.0 4.8 0.1 18.5 2.4 0.0 21.4 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 Lane Group Delay (d), s/veh 77.7 53.1 61.6 55.2 13.9 6.8 52.3 48.4 50.3 41.6 0.0 70.6 Lane Group LOS E D EEBADDDD E Approach Volume, veh/h 2935 2562 206 367 Approach Delay, s/veh 56.2 15.2 51.4 54.9 Approach LOS E B D D Timer Assigned Phase 5 2 1 6 3 8 7 4 Phase Duration (G+Y+Rc), s 4.82 73.00 13.62 81.80 11.00 15.00 16.00 20.00 Change Period (Y+Rc), s 4.00 7.00 7.00 7.00 4.00 6.50 4.00 6.50 Max Green Setting (Gmax), s 12.00 66.50 9.00 66.00 7.00 8.50 12.00 14.00 Max Q Clear Time (g_c+I1), s 2.47 68.65 7.11 39.49 8.87 7.24 13.38 13.35 Green Extension Time (p_c) 0.00 0.00 0.03 25.77 0.00 0.14 0.00 0.07 Intersection Summary HCM 2010 Control Delay 38.6 HCM 2010 Level of Service D 59 Timing Report, Sorted By Phase 1: Lady Moon & Harmony Short Total PM Synchro 8 Light Report Joseph Phase Number 12345678 Movement WBL EBT NBL SBTL EBL WBT SBL NBTL Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 16 73 11 20 16 73 16 15 Maximum Split (%) 13.3% 60.8% 9.2% 16.7% 13.3% 60.8% 13.3% 12.5% Minimum Split (s) 11 22.5 8 22 8 23 8 22.5 Yellow Time (s) 5.5 5.5 3 3 3 5.5 3 3.5 All-Red Time (s) 1.5 1131 1.513 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 75 2 91 102 2 18 91 107 End Time (s) 91 75 102 2 18 91 107 2 Yield/Force Off (s) 84 68.5 98 116 14 84 103 115.5 Yield/Force Off 170(s) 84 57.5 98 105 14 73 103 104.5 Local Start Time (s) 57 104 73 84 104 0 73 89 Local Yield (s) 66 50.5 80 98 116 66 85 97.5 Local Yield 170(s) 66 39.5 80 87 116 55 85 86.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 18 (15%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 1: Lady Moon & Harmony 60 HCM 2010 TWSC 2: Lady Moon & RT Access Short Total AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 0.6 Movement WBL WBR NBT NBR SBL SBT Volume (vph) 0 24 193 10 0 162 Conflicting Peds.(#/hr) 0 0 0000 Sign Control Stop Stop Free Free Free Free Right Turn 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 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles(%) 2 2 2222 Movement Flow Rate 0 28 227 12 0 191 Number of Lanes 0 1 1001 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All ~ 233 0 0 - 0 Stage 1 - - ---- Stage 2 - - ---- Follow-up Headway 0 3.318 - - 0 - Pot Capacity-1 Maneuver 0 806 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Time blocked-Platoon(%) 0 0 - - 0 - Mov Capacity-1 Maneuver - 806 ---- Mov Capacity-2 Maneuver - - ---- Stage 1 - - ---- Stage 2 - - ---- Approach WB NB SB HCM Control Delay (s) 9.6 0 0 HCM LOS A A A Lane NBT NBR WBLn1 SBT Capacity (vph) 806 HCM Control Delay (s) - - 9.6 - HCM Lane VC Ratio - - 0.035 - HCM Lane LOS - - A - HCM 95th Percentile Queue (veh) - - 0.109 - 61 HCM 2010 TWSC 2: Lady Moon & RT Access Short Total PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 1 Movement WBL WBR NBT NBR SBL SBT Volume (vph) 0 46 129 6 0 238 Conflicting Peds.(#/hr) 0 0 0000 Sign Control Stop Stop Free Free Free Free Right Turn 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 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles(%) 2 2 2222 Movement Flow Rate 0 54 152 7 0 280 Number of Lanes 0 1 1001 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All ~ 156 0 0 - 0 Stage 1 - - ---- Stage 2 - - ---- Follow-up Headway 0 3.318 - - 0 - Pot Capacity-1 Maneuver 0 890 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Time blocked-Platoon(%) 0 0 - - 0 - Mov Capacity-1 Maneuver - 890 ---- Mov Capacity-2 Maneuver - - ---- Stage 1 - - ---- Stage 2 - - ---- Approach WB NB SB HCM Control Delay (s) 9.3 0 0 HCM LOS A A A Lane NBT NBR WBLn1 SBT Capacity (vph) 890 HCM Control Delay (s) - - 9.3 - HCM Lane VC Ratio - - 0.061 - HCM Lane LOS - - A - HCM 95th Percentile Queue (veh) - - 0.194 - 62 HCM 2010 TWSC 3: Lady Moon & Main Access Short Total AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 2.3 Movement WBL WBR NBT NBR SBL SBT Volume (vph) 28 6 197 42 71 91 Conflicting Peds.(#/hr) 0 0 0000 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 0 200 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 2222 Movement Flow Rate 33 7 232 49 84 107 Number of Lanes 1 0 1011 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 532 257 0 0 281 0 Stage 1 257 - ---- Stage 2 275 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 508 782 - - 1282 - Stage 1 786 - ---- Stage 2 771 - ---- Time blocked-Platoon(%) 0 0 - - 0 - Mov Capacity-1 Maneuver 475 782 - - 1282 - Mov Capacity-2 Maneuver 475 - ---- Stage 1 786 - ---- Stage 2 720 - ---- Approach WB NB SB HCM Control Delay (s) 12.7 0 3.5 HCM LOS B A A Lane NBT NBR WBLn1 SBL SBT Capacity (vph) 510 HCM Control Delay (s) - - 12.7 8.004 - HCM Lane VC Ratio - - 0.078 0.065 - HCM Lane LOS - - B A - HCM 95th Percentile Queue (veh) - - 0.254 0.209 - 63 HCM 2010 TWSC 3: Lady Moon & Main Access Short Total PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 2.4 Movement WBL WBR NBT NBR SBL SBT Volume (vph) 52 12 123 24 40 198 Conflicting Peds.(#/hr) 0 0 0000 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 0 200 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 2222 Movement Flow Rate 61 14 145 28 47 233 Number of Lanes 1 0 1011 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 486 159 0 0 173 0 Stage 1 159 - ---- Stage 2 327 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 540 886 - - 1404 - Stage 1 870 - ---- Stage 2 731 - ---- Time blocked-Platoon(%) 0 0 - - 0 - Mov Capacity-1 Maneuver 522 886 - - 1404 - Mov Capacity-2 Maneuver 522 - ---- Stage 1 870 - ---- Stage 2 707 - ---- Approach WB NB SB HCM Control Delay (s) 12.3 0 1.3 HCM LOS B A A Lane NBT NBR WBLn1 SBL SBT Capacity (vph) 566 HCM Control Delay (s) - - 12.3 7.653 - HCM Lane VC Ratio - - 0.133 0.034 - HCM Lane LOS - - B A - HCM 95th Percentile Queue (veh) - - 0.457 0.104 - 64 HCM 2010 TWSC 5: Lady Moon & Precision Short Total AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 1 0 0 13 0 47 1 191 2 11 106 2 Conflicting Peds.(#/hr) 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Right Turn Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 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(%) 222222222222 Movement Flow Rate 1 0 0 15 0 55 1 225 2 13 125 2 Number of Lanes 010010110110 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow Rate - All 408 381 64 380 381 114 127 0 0 227 0 0 Stage 1 152 152 - 228 228 ------- Stage 2 256 229 - 152 153 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 554 552 1000 578 552 939 1459 - - 1341 - - Stage 1 850 772 - 775 715 ------- Stage 2 749 715 - 850 771 ------- Time blocked-Platoon(%) 0000000--0-- Mov Capacity-1 Maneuver 517 546 1000 573 546 939 1459 - - 1341 - - Mov Capacity-2 Maneuver 517 546 - 573 546 ------- Stage 1 849 765 - 774 715 ------- Stage 2 704 715 - 842 764 ------- Approach EB WB NB SB HCM Control Delay (s) 12 9.8 0 0.7 HCM LOS BAAA Lane NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (vph) 517 825 HCM Control Delay (s) 7.469 0 - 12 9.8 7.711 0 - HCM Lane VC Ratio 0.001 - - 0.002 0.086 0.01 - - HCM Lane LOS A A - BAAA- HCM 95th Percentile Queue (veh) 0.002 - - 0.007 0.28 0.029 - - 65 HCM 2010 TWSC 5: Lady Moon & Precision Short Total PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 60160220 1191339 2101 Conflicting Peds.(#/hr) 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Right Turn Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 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(%) 222222222222 Movement Flow Rate 70170260 1401546 2471 Number of Lanes 010010110110 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow Rate - All 501 495 125 488 488 78 248 0 0 155 0 0 Stage 1 340 340 - 148 148 ------- Stage 2 161 155 - 340 340 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 480 476 926 490 480 983 1318 - - 1425 - - Stage 1 675 640 - 855 775 ------- Stage 2 841 769 - 675 639 ------- Time blocked-Platoon(%) 0000000--0-- Mov Capacity-1 Maneuver 456 461 926 477 465 983 1318 - - 1425 - - Mov Capacity-2 Maneuver 456 461 - 477 465 ------- Stage 1 675 619 - 855 775 ------- Stage 2 819 769 - 652 618 ------- Approach EB WB NB SB HCM Control Delay (s) 12.4 9.7 0 1.2 HCM LOS BAAA Lane NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (vph) 492 801 HCM Control Delay (s) 0 - - 12.4 9.7 7.61 0 - HCM Lane VC Ratio - - - 0.017 0.041 0.032 - - HCM Lane LOS A - - BAAA- HCM 95th Percentile Queue (veh) 0 - - 0.051 0.128 0.1 - - 66 HCM 2010 AWSC 6: Lady Moon & Rock Creek Short Total AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh) 9.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 52 24 16 8 83 50 36 92 3 27 58 34 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(%) 222222222222 Movement Flow Rate 61 28 19 9 98 59 42 108 4 32 68 40 Number of Lanes 011010010110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1221 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2121 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1212 HCM Control Delay 9.3 10 10.3 8.9 HCM LOS AABA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Volume Left (%) 27% 68% 0% 6% 100% 0% Volume Thru (%) 70% 32% 0% 59% 0% 63% Volume Right (%) 2% 0% 100% 35% 0% 37% Sign Control Stop Stop Stop Stop Stop Stop Traffic Volume by Lane 131 76 16 141 27 92 Left Turning Volume 92 24 0 83 0 58 Through Volume 3 0 16 50 0 34 Right Turning Volume 36 52 0 8 27 0 Lane Flow Rate 154 89 19 166 32 108 Geometry Group 677677 Degree of Utilization, X 0.235 0.145 0.025 0.243 0.052 0.156 Departure Headway, Hd 5.496 5.843 4.792 5.267 5.945 5.181 Convergence(Y/N) Yes Yes Yes Yes Yes Yes Capacity 650 611 741 678 599 688 Service Time 3.561 3.611 2.56 3.33 3.711 2.945 HCM Lane V/C Ratio 0.237 0.146 0.026 0.245 0.053 0.157 HCM Control Delay 10.3 9.6 7.7 10 9 8.9 HCM Lane LOS BAAAAA HCM 95th Percentile Queue 0.9 0.5 0.1 1 0.2 0.6 67 HCM 2010 AWSC 6: Lady Moon & Rock Creek Short Total PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh) 10.1 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 41 86 65 3 68 30 35 61 6 49 124 44 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(%) 222222222222 Movement Flow Rate 48 101 76 4 80 35 41 72 7 58 146 52 Number of Lanes 011010010110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1221 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2121 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1212 HCM Control Delay 9.8 10.2 10.4 10.3 HCM LOS ABBB Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Volume Left (%) 34% 32% 0% 3% 100% 0% Volume Thru (%) 60% 68% 0% 67% 0% 74% Volume Right (%) 6% 0% 100% 30% 0% 26% Sign Control Stop Stop Stop Stop Stop Stop Traffic Volume by Lane 102 127 65 101 49 168 Left Turning Volume 61 86 0 68 0 124 Through Volume 6 0 65 30 0 44 Right Turning Volume 35 41 0 3 49 0 Lane Flow Rate 120 149 76 119 58 198 Geometry Group 677677 Degree of Utilization, X 0.198 0.242 0.106 0.191 0.098 0.297 Departure Headway, Hd 5.935 5.95 5.079 5.781 6.197 5.507 Convergence(Y/N) Yes Yes Yes Yes Yes Yes Capacity 607 607 710 624 582 656 Service Time 3.943 3.65 2.779 3.789 3.897 3.207 HCM Lane V/C Ratio 0.198 0.245 0.107 0.191 0.1 0.302 HCM Control Delay 10.4 10.5 8.4 10.2 9.6 10.5 HCM Lane LOS BBABAB HCM 95th Percentile Queue 0.7 1 0.4 0.7 0.3 1.3 68 HCM 2010 TWSC 7: Cinquefoil & Harmony Short Total AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 0 Movement EBT EBR WBL WBT NBL NBR Volume (vph) 1531 8 0 2334 0 11 Conflicting Peds.(#/hr) 0000 0 0 Sign Control Free Free Free Free Stop Stop Right Turn Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 12 0 Grade (%) 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles(%) 2222 2 2 Movement Flow Rate 1801 9 0 2746 0 13 Number of Lanes 3003 0 1 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 0 0 - 0 ~ 906 Stage 1 ---- - - Stage 2 ---- - - Follow-up Headway - - 0 - 0 3.92 Pot Capacity-1 Maneuver - - 0 - 0 *959 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Time blocked-Platoon(%) - - 0 - 0 36 Mov Capacity-1 Maneuver ---- - *959 Mov Capacity-2 Maneuver ---- - - Stage 1 ---- - - Stage 2 ---- - - Approach EB WB NB HCM Control Delay (s) 0 0 8.8 HCM LOS A A A Lane NBLn1 EBT EBR WBT Capacity (vph) *959 HCM Control Delay (s) 8.8 - - - HCM Lane VC Ratio 0.013 - - - HCM Lane LOS A - - - HCM 95th Percentile Queue (veh) 0.041 - - - 69 HCM 2010 TWSC 7: Cinquefoil & Harmony Short Total PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 0.1 Movement EBT EBR WBL WBT NBL NBR Volume (vph) 2623 5 0 2331 0 22 Conflicting Peds.(#/hr) 0000 0 0 Sign Control Free Free Free Free Stop Stop Right Turn Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 12 0 Grade (%) 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles(%) 2222 2 2 Movement Flow Rate 3086 6 0 2742 0 26 Number of Lanes 3003 0 1 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 0 0 - 0 ~ 1546 Stage 1 ---- - - Stage 2 ---- - - Follow-up Headway - - 0 - 0 3.92 Pot Capacity-1 Maneuver - - 0 - 0 *514 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Time blocked-Platoon(%) - - 0 - 0 66 Mov Capacity-1 Maneuver ---- - *514 Mov Capacity-2 Maneuver ---- - - Stage 1 ---- - - Stage 2 ---- - - Approach EB WB NB HCM Control Delay (s) 0 0 12.4 HCM LOS A A B Lane NBLn1 EBT EBR WBT Capacity (vph) *514 HCM Control Delay (s) 12.4 - - - HCM Lane VC Ratio 0.05 - - - HCM Lane LOS B - - - HCM 95th Percentile Queue (veh) 0.159 - - - 70 HCM 2010 TWSC 8: Cinquefoil & ER Access Short Total AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 4.5 Movement EBL EBR NBL NBT SBT SBR Volume (vph) 10 0 0 1 1 7 Conflicting Peds.(#/hr) 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 0 0 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 Movement Flow Rate 12 0 0 1 1 8 Number of Lanes 1 0 0 1 1 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 6 - - 0 0 0 Stage 1 5 - - - - - Stage 2 1 - - - - - Follow-up Headway 3.518 0 0 - - - Pot Capacity-1 Maneuver 1015 0 0 - - - Stage 1 1018 0 0 - - - Stage 2 1022 0 0 - - - Time blocked-Platoon(%) 0 0 0 - - - Mov Capacity-1 Maneuver 1015 - - - - - Mov Capacity-2 Maneuver 1015 - - - - - Stage 1 1018 - - - - - Stage 2 1022 - - - - - Approach EB NB SB HCM Control Delay (s) 8.6 0 0 HCM LOS A A A Lane NBT EBLn1 SBT SBR Capacity (vph) 1015 HCM Control Delay (s) - 8.6 - - HCM Lane VC Ratio - 0.012 - - HCM Lane LOS - A - - HCM 95th Percentile Queue (veh) - 0.035 - - 71 HCM 2010 TWSC 8: Cinquefoil & ER Access Short Total PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 6.4 Movement EBL EBR NBL NBT SBT SBR Volume (vph) 20 0 0 2 1 4 Conflicting Peds.(#/hr) 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 0 0 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 Movement Flow Rate 24 0 0 2 1 5 Number of Lanes 1 0 0 1 1 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 6 - - 0 0 0 Stage 1 4 - - - - - Stage 2 2 - - - - - Follow-up Headway 3.518 0 0 - - - Pot Capacity-1 Maneuver 1015 0 0 - - - Stage 1 1019 0 0 - - - Stage 2 1021 0 0 - - - Time blocked-Platoon(%) 0 0 0 - - - Mov Capacity-1 Maneuver 1015 - - - - - Mov Capacity-2 Maneuver 1015 - - - - - Stage 1 1019 - - - - - Stage 2 1021 - - - - - Approach EB NB SB HCM Control Delay (s) 8.6 0 0 HCM LOS A A A Lane NBT EBLn1 SBT SBR Capacity (vph) 1015 HCM Control Delay (s) - 8.6 - - HCM Lane VC Ratio - 0.023 - - HCM Lane LOS - A - - HCM 95th Percentile Queue (veh) - 0.071 - - 72 APPENDIX H 74 HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 120 1850 295 350 2460 180 275 35 85 5 5 5 Number 5 2 12 1 6 16 3 8 18 7 4 14 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 1 3 1 2 3 1 2 1 0 1 1 0 Cap, veh/h 153 2378 707 498 2677 833 342 121 291 238 129 129 Arrive On Green 0.09 0.47 0.45 0.14 0.53 0.53 0.10 0.25 0.25 0.01 0.15 0.13 Sat Flow, veh/h 1774 5085 1583 3442 5085 1583 3442 486 1170 1774 856 856 Grp Volume(v), veh/h 126 1947 311 368 2589 189 289 0 126 5 0 10 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1721 1695 1583 1721 0 1656 1774 0 1712 Q Serve(g_s), s 8.4 39.5 10.7 12.3 58.8 7.7 9.9 0.0 7.4 0.3 0.0 0.6 Cycle Q Clear(g_c), s 8.4 39.5 10.7 12.3 58.8 7.7 9.9 0.0 7.4 0.3 0.0 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.71 1.00 0.50 Lane Grp Cap(c), veh/h 153 2378 707 498 2677 833 342 0 412 238 0 257 V/C Ratio(X) 0.82 0.82 0.44 0.74 0.97 0.23 0.84 0.00 0.31 0.02 0.00 0.04 Avail Cap(c_a), veh/h 207 2378 707 517 2677 833 345 0 412 303 0 257 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.8 27.5 10.0 49.0 27.4 15.3 53.0 0.0 36.6 44.5 0.0 43.9 Incr Delay (d2), s/veh 17.4 3.3 2.0 5.3 11.3 0.6 17.2 0.0 1.9 0.0 0.0 0.3 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 16.0 4.3 5.6 25.1 3.0 5.2 0.0 3.3 0.1 0.0 0.3 Lane Grp Delay (d), s/veh 71.3 30.8 12.0 54.4 38.6 15.9 70.2 0.0 38.5 44.6 0.0 44.2 Lane Grp LOS E C B D D B E D D D Approach Vol, veh/h 2384 3146 415 15 Approach Delay, s/veh 30.5 39.1 60.5 44.3 Approach LOS C D E D Timer Assigned Phs 5 2 1 6 3 8 7 4 Phs Duration (G+Y+Rc), s 14.3 60.0 21.3 67.0 15.9 33.8 4.6 22.5 Change Period (Y+Rc), s 4.0 6.5 7.0 7.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 14.0 53.5 15.0 57.0 12.0 22.5 5.0 16.0 Max Q Clear Time (g_c+I1), s 10.4 41.5 14.3 60.8 11.9 9.4 2.3 2.6 Green Ext Time (p_c), s 0.1 8.2 0.1 0.0 0.0 0.4 0.0 0.4 Intersection Summary HCM 2010 Ctrl Delay 37.1 HCM 2010 LOS D Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Phase Number 1 2 3 4 5 6 7 8 Movement WBL EBT NBL SBTL EBL WBT SBL NBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 22 60 16 22 18 64 9 29 Maximum Split (%) 18.3% 50.0% 13.3% 18.3% 15.0% 53.3% 7.5% 24.2% Minimum Split (s) 11 22.5 8 22 8 23 8 22.5 Yellow Time (s) 5.5 5.5 3 3 3 5.5 3 3.5 All-Red Time (s) 1.5 1 1 3 1 1.5 1 3 Minimum Initial (s) 4 4 4 4 4 4 4 4 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) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 109 49 11 27 49 67 11 20 End Time (s) 11 109 27 49 67 11 20 49 Yield/Force Off (s) 4 102.5 23 43 63 4 16 42.5 Yield/Force Off 170(s) 4 102.5 23 43 63 4 16 42.5 Local Start Time (s) 42 102 64 80 102 0 64 73 Local Yield (s) 57 35.5 76 96 116 57 69 95.5 Local Yield 170(s) 57 35.5 76 96 116 57 69 95.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 67 (56%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 1: Lady Moon & Harmony HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 2920 220 265 2505 15 550 5 195 190 65 100 Number 5 2 12 1 6 16 3 8 18 7 4 14 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 1 3 1 2 3 1 2 1 0 1 1 0 Cap, veh/h 17 2805 847 252 3126 973 503 7 273 253 79 122 Arrive On Green 0.01 0.55 0.53 0.07 0.61 0.61 0.15 0.18 0.18 0.09 0.12 0.11 Sat Flow, veh/h 1774 5085 1583 3442 5085 1583 3442 38 1551 1774 661 1021 Grp Volume(v), veh/h 11 3074 232 279 2637 16 579 0 210 200 0 173 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1721 1695 1583 1721 0 1589 1774 0 1683 Q Serve(g_s), s 0.9 83.0 6.4 11.0 62.4 0.6 22.0 0.0 18.9 14.0 0.0 15.2 Cycle Q Clear(g_c), s 0.9 83.0 6.4 11.0 62.4 0.6 22.0 0.0 18.9 14.0 0.0 15.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.61 Lane Grp Cap(c), veh/h 17 2805 847 252 3126 973 503 0 280 253 0 201 V/C Ratio(X) 0.63 1.10 0.27 1.11 0.84 0.02 1.15 0.00 0.75 0.79 0.00 0.86 Avail Cap(c_a), veh/h 47 2805 847 252 3126 973 503 0 280 253 0 201 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 74.2 33.8 5.5 69.8 23.2 11.3 64.2 0.0 58.9 55.8 0.0 65.6 Incr Delay (d2), s/veh 32.3 49.6 0.8 89.2 3.0 0.0 88.8 0.0 16.8 15.7 0.0 35.2 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 0.6 45.9 2.4 8.0 24.5 0.2 16.1 0.0 9.1 2.0 0.0 8.7 Lane Grp Delay (d), s/veh 106.5 83.4 6.3 158.9 26.2 11.3 153.0 0.0 75.7 71.4 0.0 100.8 Lane Grp LOS F F A F C B F E E F Approach Vol, veh/h 3317 2932 789 373 Approach Delay, s/veh 78.1 38.7 132.4 85.1 Approach LOS E D F F Timer Assigned Phs 5 2 1 6 3 8 7 4 Phs Duration (G+Y+Rc), s 5.5 87.0 15.0 96.5 26.0 30.5 18.0 22.5 Change Period (Y+Rc), s 4.0 6.5 7.0 7.0 4.0 6.5 4.0 6.5 Max Green Setting (Gmax), s 4.0 80.5 8.0 87.0 22.0 23.5 14.0 16.0 Max Q Clear Time (g_c+I1), s 2.9 85.0 13.0 64.4 24.0 20.9 16.0 17.2 Green Ext Time (p_c), s 0.0 0.0 0.0 17.1 0.0 0.5 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 68.6 HCM 2010 LOS E Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Phase Number 1 2 3 4 5 6 7 8 Movement WBL EBT NBL SBTL EBL WBT SBL NBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 15 87 26 22 8 94 18 30 Maximum Split (%) 10.0% 58.0% 17.3% 14.7% 5.3% 62.7% 12.0% 20.0% Minimum Split (s) 11 22.5 8 22 8 23 8 22.5 Yellow Time (s) 5.5 5.5 3 3 3 5.5 3 3.5 All-Red Time (s) 1.5 1 1 3 1 1.5 1 3 Minimum Initial (s) 4 4 4 4 4 4 4 4 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) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 146 59 11 37 59 67 11 29 End Time (s) 11 146 37 59 67 11 29 59 Yield/Force Off (s) 4 139.5 33 53 63 4 25 52.5 Yield/Force Off 170(s) 4 139.5 33 53 63 4 25 52.5 Local Start Time (s) 79 142 94 120 142 0 94 112 Local Yield (s) 87 72.5 116 136 146 87 108 135.5 Local Yield 170(s) 87 72.5 116 136 146 87 108 135.5 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 67 (45%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 1: Lady Moon & Harmony HCM 2010 TWSC 2: Lady Moon & RT Access Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 10 0 0 55 0 340 20 0 625 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 24 24 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 11 0 0 58 0 358 21 0 658 26 Number of Lanes 0 0 1 0 0 1 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 1039 1050 671 1039 1052 368 684 0 0 379 0 0 Stage 1 671 671 - 368 368 - - - - - - - Stage 2 368 379 - 671 684 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 209 227 456 209 227 677 909 - - 1179 - - Stage 1 446 455 - 652 621 - - - - - - - Stage 2 652 615 - 446 449 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 191 227 456 204 227 677 909 - - 1179 - - Mov Capacity-2 Maneuver 191 227 - 204 227 - - - - - - - Stage 1 446 455 - 652 621 - - - - - - - Stage 2 596 615 - 436 449 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.1 10.8 0 0 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 909 - - 456 677 1179 - - HCM Control Delay, s 0 - - 13.1 10.8 0 - - HCM Lane V/C Ratio - - - 0.02 0.09 - - - HCM Lane LOS A - - B B A - - HCM 95th-tile Q, veh 0.0 - - 0.1 0.3 0.0 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 2: Lady Moon & RT Access Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 40 0 0 120 0 630 15 0 480 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 24 24 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 42 0 0 126 0 663 16 0 505 74 Number of Lanes 0 0 1 0 0 1 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 1213 1221 542 1213 1250 671 579 0 0 679 0 0 Stage 1 542 542 - 671 671 - - - - - - - Stage 2 671 679 - 542 579 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 159 180 540 159 173 456 995 - - 913 - - Stage 1 525 520 - 446 455 - - - - - - - Stage 2 446 451 - 525 501 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 115 180 540 147 173 456 995 - - 913 - - Mov Capacity-2 Maneuver 115 180 - 147 173 - - - - - - - Stage 1 525 520 - 446 455 - - - - - - - Stage 2 322 451 - 484 501 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.2 15.9 0 0 HCM LOS B C - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 995 - - 540 456 913 - - HCM Control Delay, s 0 - - 12.2 15.9 0 - - HCM Lane V/C Ratio - - - 0.08 0.28 - - - HCM Lane LOS A - - B C A - - HCM 95th-tile Q, veh 0.0 - - 0.3 1.1 0.0 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 3: Lady Moon & Main Access Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 7.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 35 5 35 15 30 40 315 45 180 385 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 200 0 200 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 37 5 37 16 32 42 332 47 189 405 74 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 1284 1284 442 1281 1297 355 479 0 0 379 0 0 Stage 1 821 821 - 439 439 - - - - - - - Stage 2 463 463 - 842 858 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 142 165 615 142 162 689 1083 - - 1179 - - Stage 1 369 389 - 597 578 - - - - - - - Stage 2 579 564 - 359 374 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 105 133 615 95 131 689 1083 - - 1179 - - Mov Capacity-2 Maneuver 105 133 - 95 131 - - - - - - - Stage 1 355 327 - 574 556 - - - - - - - Stage 2 516 542 - 265 314 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 51.5 54.7 0.8 2.4 HCM LOS F F - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1083 - - 133 152 1179 - - HCM Control Delay, s 8.459 - - 51.5 54.7 8.637 - - HCM Lane V/C Ratio 0.04 - - 0.43 0.55 0.16 - - HCM Lane LOS A - - F F A - - HCM 95th-tile Q, veh 0.1 - - 1.9 2.8 0.6 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 3: Lady Moon & Main Access Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 43.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 105 20 25 55 35 80 35 460 25 100 400 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 200 0 200 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 111 21 26 58 37 84 37 484 26 105 421 21 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 1274 1226 432 1237 1224 497 442 0 0 511 0 0 Stage 1 642 642 - 571 571 - - - - - - - Stage 2 632 584 - 666 653 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 144 179 624 153 179 573 1118 - - 1054 - - Stage 1 463 469 - 506 505 - - - - - - - Stage 2 468 498 - 449 464 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver # 91 156 624 119 156 573 1118 - - 1054 - - Mov Capacity-2 Maneuver # 91 156 - 119 156 - - - - - - - Stage 1 448 422 - 489 488 - - - - - - - Stage 2 357 482 - 368 418 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 293.7 80.7 0.6 1.7 HCM LOS F F - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1118 - - 113 206 1054 - - HCM Control Delay, s 8.33 - - 293.7 80.7 8.794 - - HCM Lane V/C Ratio 0.03 - - 1.40 0.87 0.10 - - HCM Lane LOS A - - F F A - - HCM 95th-tile Q, veh 0.1 - - 11.0 6.7 0.3 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 4: Lady Moon & LeFever Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 5 5 15 5 55 35 340 60 155 225 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 200 0 200 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 5 5 16 5 58 37 358 63 163 237 47 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 1082 1082 261 1055 1074 389 284 0 0 421 0 0 Stage 1 587 587 - 463 463 - - - - - - - Stage 2 495 495 - 592 611 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 195 217 778 204 220 659 1278 - - 1138 - - Stage 1 496 497 - 579 564 - - - - - - - Stage 2 556 546 - 493 484 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 152 181 778 173 183 659 1278 - - 1138 - - Mov Capacity-2 Maneuver 152 181 - 173 183 - - - - - - - Stage 1 482 426 - 562 548 - - - - - - - Stage 2 488 530 - 414 415 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 22.3 16.9 0.6 3.2 HCM LOS C C - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1278 - - 224 380 1138 - - HCM Control Delay, s 7.901 - - 22.3 16.9 8.692 - - HCM Lane V/C Ratio 0.03 - - 0.07 0.21 0.14 - - HCM Lane LOS A - - C C A - - HCM 95th-tile Q, veh 0.1 - - 0.2 0.8 0.5 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 4: Lady Moon & LeFever Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 8.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 35 5 35 65 5 215 10 270 25 85 385 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 200 0 200 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 37 5 37 68 5 226 11 284 26 89 405 11 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 1023 921 411 929 913 297 416 0 0 311 0 0 Stage 1 589 589 - 318 318 - - - - - - - Stage 2 434 332 - 611 595 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 214 270 641 248 273 742 1143 - - 1249 - - Stage 1 494 495 - 693 654 - - - - - - - Stage 2 600 644 - 481 492 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 137 248 641 216 251 742 1143 - - 1249 - - Mov Capacity-2 Maneuver 137 248 - 216 251 - - - - - - - Stage 1 489 460 - 686 648 - - - - - - - Stage 2 410 638 - 416 457 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 29.1 25.5 0.3 1.4 HCM LOS D D - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1143 - - 227 467 1249 - - HCM Control Delay, s 8.179 - - 29.1 25.5 8.105 - - HCM Lane V/C Ratio 0.01 - - 0.35 0.64 0.07 - - HCM Lane LOS A - - D D A - - HCM 95th-tile Q, veh 0.0 - - 1.5 4.4 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 5: Lady Moon & Precision Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 5 10 15 5 100 45 330 30 65 155 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 5 11 16 5 105 47 347 32 68 163 26 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 826 787 176 779 784 363 189 0 0 379 0 0 Stage 1 313 313 - 458 458 - - - - - - - Stage 2 513 474 - 321 326 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 291 324 867 313 325 682 1385 - - 1179 - - Stage 1 698 657 - 583 567 - - - - - - - Stage 2 544 558 - 691 648 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 226 295 867 284 296 682 1385 - - 1179 - - Mov Capacity-2 Maneuver 226 295 - 284 296 - - - - - - - Stage 1 674 619 - 563 548 - - - - - - - Stage 2 440 539 - 638 611 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.6 13.4 0.9 2.2 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1385 - - 395 555 1179 - - HCM Control Delay, s 7.691 - - 14.6 13.4 8.241 - - HCM Lane V/C Ratio 0.03 - - 0.05 0.23 0.06 - - HCM Lane LOS A - - B B A - - HCM 95th-tile Q, veh 0.1 - - 0.2 0.9 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 5: Lady Moon & Precision Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 5 35 30 5 80 10 195 15 85 390 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 100 0 100 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 5 37 32 5 84 11 205 16 89 411 11 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 874 837 416 850 834 213 421 0 0 221 0 0 Stage 1 595 595 - 234 234 - - - - - - - Stage 2 279 242 - 616 600 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 270 303 637 280 304 827 1138 - - 1348 - - Stage 1 491 492 - 769 711 - - - - - - - Stage 2 728 705 - 478 490 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 225 280 637 245 281 827 1138 - - 1348 - - Mov Capacity-2 Maneuver 225 280 - 245 281 - - - - - - - Stage 1 486 460 - 762 704 - - - - - - - Stage 2 643 698 - 416 458 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.5 14.9 0.4 1.4 HCM LOS C B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1138 - - 340 485 1348 - - HCM Control Delay, s 8.193 - - 18.5 14.9 7.86 - - HCM Lane V/C Ratio 0.01 - - 0.22 0.25 0.07 - - HCM Lane LOS A - - C B A - - HCM 95th-tile Q, veh 0.0 - - 0.8 1.0 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 33 Intersection LOS D Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 170 175 35 50 215 65 115 170 65 35 85 60 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 179 184 37 53 226 68 121 179 68 37 89 63 Number of Lanes 0 1 1 0 1 0 0 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 2 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 2 1 2 HCM Control Delay 35.5 33.5 39 15.2 HCM LOS E D E C Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 33% 49% 0% 15% 100% 0% Vol Thru, % 49% 51% 0% 65% 0% 59% Vol Right, % 19% 0% 100% 20% 0% 41% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 350 345 35 330 35 145 LT Vol 170 175 0 215 0 85 Through Vol 65 0 35 65 0 60 RT Vol 115 170 0 50 35 0 Lane Flow Rate 368 363 37 347 37 153 Geometry Grp 6 7 7 6 7 7 Degree of Util (X) 0.823 0.816 0.073 0.772 0.094 0.355 Departure Headway (Hd) 8.037 8.089 7.113 8.003 9.193 8.372 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 449 447 502 452 389 427 Service Time 6.106 5.859 4.882 6.078 6.977 6.156 HCM Lane V/C Ratio 0.82 0.812 0.074 0.768 0.095 0.358 HCM Control Delay 39 38.1 10.4 33.5 12.9 15.7 HCM Lane LOS E E B D B C HCM 95th-tile Q 7.8 7.6 0.2 6.7 0.3 1.6 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 52.6 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 90 250 150 80 265 35 65 95 60 80 205 170 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 95 263 158 84 279 37 68 100 63 84 216 179 Number of Lanes 0 1 1 0 1 0 0 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 2 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 2 1 2 HCM Control Delay 43.3 76.9 28.6 53.8 HCM LOS E F D F Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 30% 26% 0% 21% 100% 0% Vol Thru, % 43% 74% 0% 70% 0% 55% Vol Right, % 27% 0% 100% 9% 0% 45% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 220 340 150 380 80 375 LT Vol 95 250 0 265 0 205 Through Vol 60 0 150 35 0 170 RT Vol 65 90 0 80 80 0 Lane Flow Rate 232 358 158 400 84 395 Geometry Grp 6 7 7 6 7 7 Degree of Util (X) 0.635 0.91 0.363 1 0.22 0.953 Departure Headway (Hd) 9.874 9.042 8.285 9.302 9.406 8.571 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 368 404 441 396 385 426 Service Time 7.874 6.742 5.907 7.278 7.088 6.271 HCM Lane V/C Ratio 0.63 0.886 0.358 1.01 0.218 0.927 HCM Control Delay 28.6 55.6 15.5 76.9 14.7 62.2 HCM Lane LOS D F C F B F HCM 95th-tile Q 4.2 9.6 1.6 12.1 0.8 11.1 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 Roundabout 6: Lady Moon & Rock Creek Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 10.9 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 400 347 368 189 Demand Flow Rate, veh/h 409 354 375 193 Vehicles Circulating, veh/h 183 489 409 408 Vehicles Exiting, veh/h 418 295 183 435 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 9.1 13.2 12.2 7.9 Approach LOS A B B A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 409 354 375 193 Cap Entry Lane, veh/h 941 693 751 751 Entry HV Adj Factor 0.979 0.982 0.982 0.980 Flow Entry, veh/h 400 347 368 189 Cap Entry, veh/h 921 680 737 737 V/C Ratio 4.35 5.11 5.00 2.57 Control Delay, s/veh 9.1 13.2 12.2 7.9 LOS A B B A 95th %tile Queue, veh 0.2 0.3 0.3 0.1 HCM 2010 Roundabout 6: Lady Moon & Rock Creek Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 15.0 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 516 400 231 479 Demand Flow Rate, veh/h 526 409 235 489 Vehicles Circulating, veh/h 392 268 451 440 Vehicles Exiting, veh/h 537 418 467 237 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 18.2 10.4 9.2 18.1 Approach LOS C B A C Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 526 409 235 489 Cap Entry Lane, veh/h 764 864 720 728 Entry HV Adj Factor 0.981 0.979 0.983 0.979 Flow Entry, veh/h 516 400 231 479 Cap Entry, veh/h 749 846 708 712 V/C Ratio 6.89 4.73 3.26 6.72 Control Delay, s/veh 18.2 10.4 9.2 18.1 LOS C B A C 95th %tile Queue, veh 0.6 0.3 0.1 0.5 HCM 2010 TWSC 7: Cinquefoil & Harmony Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 1725 215 0 2990 0 140 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 200 0 0 0 Median Width 24 24 0 Grade, % 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1816 226 0 3147 0 147 Number of Lanes 3 1 0 3 0 1 Major/Minor Major 1 Major 2 Conflicting Flow All 0 0 1816 0 3075 908 Stage 1 - - - - 1816 - Stage 2 - - - - 1259 - Follow-up Headway - - 3.12 - 3.82 3.92 Pot Capacity-1 Maneuver - - 155 - 24 239 Stage 1 - - - - 75 - Stage 2 - - - - 207 - Time blocked-Platoon, % - - 0 - 0 0 Mov Capacity-1 Maneuver - - 155 - 24 239 Mov Capacity-2 Maneuver - - - - 24 - Stage 1 - - - - 75 - Stage 2 - - - - 207 - Approach EB WB NB HCM Control Delay, s 0 0 41.6 HCM LOS - - E Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Cap, veh/h 239 - - 155 - HCM Control Delay, s 41.6 - - 0 - HCM Lane V/C Ratio 0.62 - - - - HCM Lane LOS E - - A - HCM 95th-tile Q, veh 3.7 - - 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 7: Cinquefoil & Harmony Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 46.1 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 3115 190 0 2785 0 245 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 200 0 0 0 Median Width 24 24 0 Grade, % 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3279 200 0 2932 0 258 Number of Lanes 3 1 0 3 0 1 Major/Minor Major 1 Major 2 Conflicting Flow All 0 0 3279 0 4452 1639 Stage 1 - - - - 3279 - Stage 2 - - - - 1173 - Follow-up Headway - - 3.12 - 3.82 3.92 Pot Capacity-1 Maneuver - - 27 - 4 # 76 Stage 1 - - - - 8 - Stage 2 - - - - 230 - Time blocked-Platoon, % - - 0 - 0 0 Mov Capacity-1 Maneuver - - 27 - 4 # 76 Mov Capacity-2 Maneuver - - - - 4 - Stage 1 - - - - 8 - Stage 2 - - - - 230 - Approach EB WB NB HCM Control Delay, s 0 0 $ 1192.8 HCM LOS - - F Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Cap, veh/h 76 - - 27 - HCM Control Delay, s $ 1192.8 - - 0 - HCM Lane V/C Ratio 3.39 - - - - HCM Lane LOS F - - A - HCM 95th-tile Q, veh 26.4 - - 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 8: Cinquefoil & ER Access Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 5 5 40 15 10 5 110 100 65 140 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 5 5 42 16 11 5 116 105 68 147 11 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 481 521 153 474 474 168 158 0 0 221 0 0 Stage 1 289 289 - 179 179 - - - - - - - Stage 2 192 232 - 295 295 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 495 460 893 501 489 876 1422 - - 1348 - - Stage 1 719 673 - 823 751 - - - - - - - Stage 2 810 713 - 713 669 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 455 433 893 471 460 876 1422 - - 1348 - - Mov Capacity-2 Maneuver 455 433 - 471 460 - - - - - - - Stage 1 716 636 - 820 748 - - - - - - - Stage 2 780 710 - 664 632 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.8 13.3 0.2 2.4 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1422 - - 491 504 1348 - - HCM Control Delay, s 7.541 0 - 12.8 13.3 7.813 0 - HCM Lane V/C Ratio 0.00 - - 0.06 0.14 0.05 - - HCM Lane LOS A A - B B A A - HCM 95th-tile Q, veh 0.0 - - 0.2 0.5 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 8: Cinquefoil & ER Access Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 13.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 5 5 210 50 65 5 150 150 85 100 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 5 5 221 53 68 5 158 158 89 105 5 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 595 613 108 539 536 237 111 0 0 316 0 0 Stage 1 287 287 - 247 247 - - - - - - - Stage 2 308 326 - 292 289 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 416 408 946 453 451 802 1479 - - 1244 - - Stage 1 720 674 - 757 702 - - - - - - - Stage 2 702 648 - 716 673 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 323 375 946 419 415 802 1479 - - 1244 - - Mov Capacity-2 Maneuver 323 375 - 419 415 - - - - - - - Stage 1 717 623 - 754 699 - - - - - - - Stage 2 591 645 - 652 622 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.4 31.9 0.1 3.6 HCM LOS C D - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1479 - - 359 462 1244 - - HCM Control Delay, s 7.443 0 - 16.4 31.9 8.118 0 - HCM Lane V/C Ratio 0.00 - - 0.12 0.74 0.07 - - HCM Lane LOS A A - C D A A - HCM 95th-tile Q, veh 0.0 - - 0.4 6.1 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 17: Cinquefoil & Secondary Access Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 10 5 10 205 175 10 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 12 0 0 Grade, % 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 5 11 216 184 11 Number of Lanes 1 0 0 1 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 426 189 195 0 - 0 Stage 1 189 - - - - - Stage 2 237 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 585 853 1378 - - - Stage 1 843 - - - - - Stage 2 802 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 580 853 1378 - - - Mov Capacity-2 Maneuver 580 - - - - - Stage 1 843 - - - - - Stage 2 795 - - - - - Approach EB NB SB HCM Control Delay, s 10.7 0.4 0 HCM LOS B - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 1378 - 649 - - HCM Control Delay, s 7.633 0 10.7 - - HCM Lane V/C Ratio 0.01 - 0.02 - - HCM Lane LOS A A B - - HCM 95th-tile Q, veh 0.0 - 0.1 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 17: Cinquefoil & Secondary Access Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 30 10 5 275 310 5 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 12 0 0 Grade, % 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 11 5 289 326 5 Number of Lanes 1 0 0 1 1 0 Major/Minor Major 1 Major 2 Conflicting Flow All 629 329 332 0 - 0 Stage 1 329 - - - - - Stage 2 300 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 446 712 1227 - - - Stage 1 729 - - - - - Stage 2 752 - - - - - Time blocked-Platoon, % 0 0 0 - - - Mov Capacity-1 Maneuver 444 712 1227 - - - Mov Capacity-2 Maneuver 444 - - - - - Stage 1 729 - - - - - Stage 2 748 - - - - - Approach EB NB SB HCM Control Delay, s 13 0.1 0 HCM LOS B - - Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Cap, veh/h 1227 - 490 - - HCM Control Delay, s 7.947 0 13 - - HCM Lane V/C Ratio 0.00 - 0.09 - - HCM Lane LOS A 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: Cinquefoil & Le Fever Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 40 45 10 30 35 30 30 145 85 90 65 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 42 47 11 32 37 32 32 153 89 95 68 26 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 566 576 82 561 545 197 95 0 0 242 0 0 Stage 1 271 271 - 261 261 - - - - - - - Stage 2 295 305 - 300 284 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 435 428 978 438 446 844 1499 - - 1324 - - Stage 1 735 685 - 744 692 - - - - - - - Stage 2 713 662 - 709 676 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 360 386 978 363 402 844 1499 - - 1324 - - Mov Capacity-2 Maneuver 360 386 - 363 402 - - - - - - - Stage 1 717 633 - 725 675 - - - - - - - Stage 2 633 645 - 600 625 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17 14.9 0.9 4 HCM LOS C B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1499 - - 399 463 1324 - - HCM Control Delay, s 7.453 0 - 17 14.9 7.928 0 - HCM Lane V/C Ratio 0.02 - - 0.25 0.22 0.07 - - HCM Lane LOS A A - C B A A - HCM 95th-tile Q, veh 0.1 - - 1.0 0.8 0.2 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 7: Cinquefoil & Le Fever Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 9.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 80 25 30 85 85 55 10 145 35 45 200 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 84 26 32 89 89 58 11 153 37 47 211 79 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 611 556 250 566 576 171 289 0 0 189 0 0 Stage 1 345 345 - 192 192 - - - - - - - Stage 2 266 211 - 374 384 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 406 439 789 435 428 873 1273 - - 1385 - - Stage 1 671 636 - 810 742 - - - - - - - Stage 2 739 728 - 647 611 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 303 417 789 382 406 873 1273 - - 1385 - - Mov Capacity-2 Maneuver 303 417 - 382 406 - - - - - - - Stage 1 664 610 - 802 735 - - - - - - - Stage 2 600 721 - 570 586 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 20.5 21.2 0.4 1.1 HCM LOS C C - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1273 - - 373 455 1385 - - HCM Control Delay, s 7.852 0 - 20.5 21.2 7.691 0 - HCM Lane V/C Ratio 0.01 - - 0.38 0.52 0.03 - - HCM Lane LOS A A - C C A A - HCM 95th-tile Q, veh 0.0 - - 1.7 2.9 0.1 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 14: Cinquefoil & Precision Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 10 5 70 45 35 30 210 30 20 75 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 11 5 74 47 37 32 221 32 21 79 11 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 468 442 84 434 432 237 89 0 0 253 0 0 Stage 1 126 126 - 300 300 - - - - - - - Stage 2 342 316 - 134 132 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 505 510 975 532 516 802 1506 - - 1312 - - Stage 1 878 792 - 709 666 - - - - - - - Stage 2 673 655 - 869 787 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 433 489 975 504 495 802 1506 - - 1312 - - Mov Capacity-2 Maneuver 433 489 - 504 495 - - - - - - - Stage 1 856 779 - 691 649 - - - - - - - Stage 2 580 639 - 838 774 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.7 14.2 0.8 1.5 HCM LOS B B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1506 - - 498 549 1312 - - HCM Control Delay, s 7.442 0 - 12.7 14.2 7.789 0 - HCM Lane V/C Ratio 0.02 - - 0.06 0.29 0.02 - - HCM Lane LOS A A - B B A A - HCM 95th-tile Q, veh 0.1 - - 0.2 1.2 0.0 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 14: Cinquefoil & Precision Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 25 30 25 45 25 25 10 140 60 45 260 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 32 26 47 26 26 11 147 63 47 274 11 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 600 606 279 603 579 179 284 0 0 211 0 0 Stage 1 374 374 - 200 200 - - - - - - - Stage 2 226 232 - 403 379 - - - - - - - Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 413 411 760 411 426 864 1278 - - 1360 - - Stage 1 647 618 - 802 736 - - - - - - - Stage 2 777 713 - 624 615 - - - - - - - Time blocked-Platoon, % 0 0 0 0 0 0 0 - - 0 - - Mov Capacity-1 Maneuver 366 390 760 358 404 864 1278 - - 1360 - - Mov Capacity-2 Maneuver 366 390 - 358 404 - - - - - - - Stage 1 641 593 - 794 729 - - - - - - - Stage 2 719 706 - 547 590 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.9 15.6 0.4 1.1 HCM LOS B C - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1278 - - 449 439 1360 - - HCM Control Delay, s 7.84 0 - 14.9 15.6 7.743 0 - HCM Lane V/C Ratio 0.01 - - 0.19 0.23 0.04 - - HCM Lane LOS A A - B C A A - HCM 95th-tile Q, veh 0.0 - - 0.7 0.9 0.1 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: Rock Creek & Cinquefoil Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 7.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 210 40 20 5 130 40 45 10 10 35 5 130 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 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 221 42 21 5 137 42 47 11 11 37 5 137 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 179 0 0 63 0 0 734 684 53 673 673 158 Stage 1 - - - - - - 495 495 - 168 168 - Stage 2 - - - - - - 239 189 - 505 505 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1397 - - 1540 - - 336 371 1014 369 377 887 Stage 1 - - - - - - 556 546 - 834 759 - Stage 2 - - - - - - 764 744 - 549 540 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1397 - - 1540 - - 245 309 1014 310 314 887 Mov Capacity-2 Maneuver - - - - - - 245 309 - 310 314 - Stage 1 - - - - - - 465 456 - 697 756 - Stage 2 - - - - - - 639 741 - 444 451 - Approach EB WB NB SB HCM Control Delay, s 6.3 0.2 21.4 13.2 HCM LOS - - C B Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 288 1397 - - 1540 - - 617 HCM Control Delay, s 21.4 8.061 0 - 7.346 0 - 13.2 HCM Lane V/C Ratio 0.24 0.16 - - 0.00 - - 0.29 HCM Lane LOS C A A - A A - B HCM 95th-tile Q, veh 0.9 0.6 - - 0.0 - - 1.2 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: Rock Creek & Cinquefoil Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 9.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 180 140 45 10 70 40 40 5 5 55 10 260 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 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 189 147 47 11 74 42 42 5 5 58 11 274 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 116 0 0 195 0 0 808 687 171 671 690 95 Stage 1 - - - - - - 550 550 - 116 116 - Stage 2 - - - - - - 258 137 - 555 574 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1473 - - 1378 - - 299 370 873 370 368 962 Stage 1 - - - - - - 519 516 - 889 800 - Stage 2 - - - - - - 747 783 - 516 503 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1473 - - 1378 - - 184 314 873 321 312 962 Mov Capacity-2 Maneuver - - - - - - 184 314 - 321 312 - Stage 1 - - - - - - 444 441 - 760 793 - Stage 2 - - - - - - 523 776 - 433 430 - Approach EB WB NB SB HCM Control Delay, s 3.8 0.6 27.9 15.4 HCM LOS - - D C Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 209 1473 - - 1378 - - 686 HCM Control Delay, s 27.9 7.804 0 - 7.633 0 - 15.4 HCM Lane V/C Ratio 0.25 0.13 - - 0.01 - - 0.50 HCM Lane LOS D A A - A A - C HCM 95th-tile Q, veh 1.0 0.4 - - 0.0 - - 2.8 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 23: Le Fever & Office Access Long Total AM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 50 85 85 30 45 15 15 0 5 5 0 15 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 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 89 89 32 47 16 16 0 5 5 0 16 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 63 0 0 179 0 0 365 365 134 360 402 55 Stage 1 - - - - - - 239 239 - 118 118 - Stage 2 - - - - - - 126 126 - 242 284 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1540 - - 1397 - - 591 563 915 596 537 1012 Stage 1 - - - - - - 764 708 - 887 798 - Stage 2 - - - - - - 878 792 - 762 676 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1540 - - 1397 - - 554 528 915 564 504 1012 Mov Capacity-2 Maneuver - - - - - - 554 528 - 564 504 - Stage 1 - - - - - - 734 680 - 852 779 - Stage 2 - - - - - - 844 773 - 728 650 - Approach EB WB NB SB HCM Control Delay, s 1.7 2.5 11.1 9.4 HCM LOS - - B A Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 615 1540 - - 1397 - - 844 HCM Control Delay, s 11.1 7.42 0 - 7.637 0 - 9.4 HCM Lane V/C Ratio 0.03 0.03 - - 0.02 - - 0.03 HCM Lane LOS B A A - A A - A HCM 95th-tile Q, veh 0.1 0.1 - - 0.1 - - 0.1 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 23: Le Fever & Office Access Long Total PM Banner 12/23/2012 Synchro 8 Light Report Joseph Intersection Intersection Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 85 10 5 160 5 70 0 30 20 0 55 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 0 0 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 89 11 5 168 5 74 0 32 21 0 58 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 174 0 0 100 0 0 348 321 95 335 324 171 Stage 1 - - - - - - 137 137 - 182 182 - Stage 2 - - - - - - 211 184 - 153 142 - Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1403 - - 1493 - - 607 596 962 619 594 873 Stage 1 - - - - - - 866 783 - 820 749 - Stage 2 - - - - - - 791 747 - 849 779 - Time blocked-Platoon, % 0 - - 0 - - 0 0 0 0 0 0 Mov Capacity-1 Maneuver 1403 - - 1493 - - 558 584 962 590 582 873 Mov Capacity-2 Maneuver - - - - - - 558 584 - 590 582 - Stage 1 - - - - - - 852 770 - 807 746 - Stage 2 - - - - - - 736 744 - 808 767 - Approach EB WB NB SB HCM Control Delay, s 1.3 0.2 11.8 10.2 HCM LOS - - B B Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Cap, veh/h 638 1403 - - 1493 - - 774 HCM Control Delay, s 11.8 7.605 0 - 7.42 0 - 10.2 HCM Lane V/C Ratio 0.17 0.01 - - 0.00 - - 0.10 HCM Lane LOS B A A - A A - B HCM 95th-tile Q, veh 0.6 0.0 - - 0.0 - - 0.3 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined APPENDIX I 75 Harmony Rock Creek Ziegler Lady Moon Precision SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Banner Health Medical Campus TIS, January 2013 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor 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 B C C C B 1 Actual A C C C C Hewlett-Packard Campus Commercial/ Industrial Proposed A C C C B Minimum B C C C B 2 Actual A B A B C Neighborhoods to the south & southeast of the site Residential Proposed A B A B B Minimum B C C C B 3 Actual A B B B C Land uses within the Harmony Tech Park Commercial/ Industrial Proposed A B B B B Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 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 2 3 4 APPENDIX J Jason Holland, City Planner City of Fort Collins Community Development & Neighborhood Services 281 North College Avenue Fort Collins, Colorado The following are the applicant, Banner Health’s responses to the three general comment categories discussed during the November 26, 2012 Neighborhood Meeting and subsequent follow up questions submitted to the City of Fort Collins regarding the proposed Banner Health medical center at the southeast corner of Harmony Road and Lady Moon Drive. 1. Ambulance Traffic. Does Banner have its own ambulances or contract this service? Banner Health owns and operates Banner North Colorado Paramedic Service. How will PVH vs. Banner emergency response be determined? Emergency responses to calls for service in Larimer County are routed through the 911 System in Fort Collins to the Public Safety Answering Point (PSAP) closest to the call’s origin. The PSAP receiving the call will dispatch the appropriate and closest responders to the emergency. How do ambulance drivers decide their route? Is there a map screen as with fire engines? Banner Health ambulances have computers mounted in the vehicle providing GPS guided routing. Spillman Technologies is our Computer Aided Dispatch (CAD) service provider for computerized mapping that provides the fastest, least obstructed route to emergencies. Can ambulance drivers deviate from prevailing traffic regulations (i.e., stop signs, speed limits)? The Colorado Model Traffic Code applies to the operation of ambulances. Section 108 describes the rules that apply to emergency response. Safe operation is the priority to ambulance response to and from calls for services at all times. However, Banner Health has strict policies for ambulance operations that are often more stringent than State requirements. Our policies require the following: Employees receive driver training during their initial employment training. Employees must pass motor vehicle record checks on an annual basis. Ambulance operators are not permitted to exceed the posted speed limit by more than 10 mph. Ambulance operators are required to approach all controlled intersections and “Slow, Stop and Clear.” This means that ambulances will slow down when approaching intersections, stop as necessary to verify that there are no vehicles approaching the intersection and proceed through the intersection only when it is safe. If an ambulance is forced to drive in an on‐coming lane of traffic, the maximum speed is 20 mph. When operating in a school zone, ambulances will follow all posted speed limits, stop signs and crossing guards. What would be the circumstances under which an ambulance would be using a neighborhood street? An ambulance will drive through a neighborhood in two cases only. 1‐ There is an emergency in that neighborhood. 2‐ There are unusual circumstances where all major arterial streets are closed off, such as an accident, water main break, or some other condition where there is no other option but to drive through a neighborhood. This would be an extremely rare occurrence. Please be aware that ambulances avoid driving through neighborhoods as much as possible. This is due to the following: 1‐ The goal of the ambulance is to get to the patient or hospital as fast and safely as possible. Neighborhoods generally have slower speed limits than arterial streets and contain school zones, speed bumps and pedestrians, all of which will slow down response times to and from the calls for service. In southeast Fort Collins, ambulances will drive primarily on I‐25, Harmony Road, Zeigler Road, HWY 287 and Frontage Road. 2‐ Ambulances are equipped with Opticom transmitters that change traffic lights on arterial streets in their favor. This provides for a safe, smooth and rapid transport that can only be provided on arterial streets. What is the expected frequency of ambulance arrivals and anticipated approach distribution? Assuming that this question is in reference to the number of ambulances coming in from Harmony Road vs. from Cinquefoil Lane or Lady Moon Drive from the south, unless an ambulance is responding to an emergency in the neighborhoods to the south of Harmony Road and east of Ziegler Road, we do not anticipate any ambulances approaching the hospital from the area directly to the south of the medical center. Therefore, practically all ambulance traffic is anticipated to come from Harmony Road. A response to the question below regarding trauma center level designations states that ambulances will likely take patients to other medical centers with higher level trauma center designations. It is difficult to estimate the number of ambulances that will transport patients to the Harmony Road medical center. We anticipate that it will be minimal due to the trauma level designation. However, Banner Ironwood Medical Center (BIMC) in San Tan Valley, AZ is a 36 bed Level 3 trauma center in a community of approximately 120,000 people. An average of 8 patients are transported by ambulance to the Emergency Department at BIMC each day. Based on this data, we would estimate that approximately 2‐4 patients would be transported to the Harmony Road medical center per day since Poudre Valley Hospital will also receive patients throughout the day. It is also difficult to estimate the number of ambulances that will transport patients to other medical centers. BIMC transports an average of 8 patients per day to other medical centers. Based on this data, we anticipate that ambulances will be transporting 2‐4 patients per day to other medical centers. All transports to other medical centers will take Harmony Road to I‐25 then down to Loveland, Greeley or the Denver metro area. Also include any other information from Banner Health to explain the operations and impacts from ambulance service associated with the proposed Banner Medical Center facility. Please remember that the staff members who operate ambulances are healthcare workers whose goal is to safely tend to sick or injured people. They operate the ambulance in a manner to ensure the safety of patients in the ambulance as well as the public around them. They will not endanger the general public when responding to routine or emergency calls or when transporting a patient to a hospital. Despite having an Opticom transmitter that will change traffic lights in the favor of the responding emergency vehicle, Banner Health staff will still slow down at intersections to ensure a safe clearance through the intersection (Slow, Stop and Clear, as stated above). Additional emergency vehicles from police or fire agencies may also be responding to the same emergency, so all emergency vehicles will approach intersections and “Slow, Stop and Clear” to ensure that no other emergency vehicles are crossing the intersection at the same time. Ambulances are not operated in such a manner that will cause discomfort to the patient(s) being transported. A patient in the back of an ambulance may be sensitive to sudden jarring movements due to injuries or illness. Ambulances that aggressively accelerate and/or decelerate could be detrimental to a patient’s condition. Therefore, unless a patient’s condition is life threatening, rarely will an ambulance respond or transport using their lights and sirens. Instead, an ambulance will be operated no differently from the safe operation of a personal vehicle. At Banner North Colorado Medical Center in Greeley, there are private residences directly across the street from the hospital. Being a Level 2 trauma center, ambulances bring patients to the emergency department several hundred times a week throughout the year. Quite often, ambulances will access the emergency department by driving down 15th Street where there are numerous private residences, Heath Middle School and Greeley Central High School. To be good stewards of our neighborhood and to provide a safe and quiet environment for our neighbors, ambulances turn off their lights and sirens approximately 1/2 mile from the hospital. Should ambulances have to drive through the neighborhoods south of the proposed Harmony Road medical center, Banner Health will designate a zone where ambulance operators will be required to turn off lights and sirens and obey all traffic laws. We are sensitive to this issue and strive to be a good neighbor at all times. All Banner Health ambulances have forward‐ and rear‐facing cameras. Should an ambulance be involved in an accident or receive a complaint, the Directors and Administrators will review recordings and act accordingly. Any employee who operates the ambulance with disregard for safety or is found to be in violation of State of Colorado Model Traffic Code and/or departmental policy will be subjected to applicable fines from law enforcement including disciplinary action up to and including their termination. 2. Helicopters Will there be a permanent helicopter station with helicopter at the proposed facility? There will be a permanent “helistop” built at the Harmony Road medical center along the Harmony Road frontage. This helistop will be an 80’ x 80’ concrete pad surrounded by approximately 40’ of landscaping built at grade level. There will not be a heliport, hangar or any other building or facilities to support the helicopter at this medical center. Helicopter medical transport aircraft are permitted only to land at helistops for limited periods of time to pick up or drop off patients. Refueling, parking and maintenance is not permitted at helistops. Will helicopter service be picking-up and/or delivering patients? We anticipate that the helicopters will be used exclusively to transfer patients to higher level trauma centers or other regional medical facilities as required. What is Banner's "trauma care" classification, and what does this mean? In Colorado, trauma centers are rated by levels ranging from Level 1 through Level 4, with Level 1 providing the highest level of emergency care and Level 4 being the lowest level of emergency care. These designation levels are earned by meeting specific requirements defined by The American College of Surgeons. A quick description of each level as defined by The American College of Surgeons is attached to this document (Exhibit 1). The Harmony Road Fort Collins facility is anticipated to be a Level 3 or Level 4 trauma Center. Because of this trauma level, it is anticipated that most ambulances responding to emergencies will not bring patients to this facility. Emergency cases will likely go to Medical Center of the Rockies or North Colorado Medical Center. And, all patients picked up at an emergency by helicopter will be taken to Level 1 or 2 trauma centers instead of the Banner Health Fort Collins facility. How is the helicopter route determined? There are two different “zones” where helicopter routes are prescribed. First, the route that helicopters follow as they approach or depart from a landing is called Final Approach and Take Off (FATO). Second, when the helicopter is 500’ above ground level and higher where helicopters are in FAA regulated airspace and restricted to designated flight paths as approved per the FAA AC No. 150/5390‐2C Section 4, Ground‐Level Hospital Heliport Notice of Landing Area Proposal submitted flight path. The FATO for the Harmony Road Medical Center will generally involve the following: Helicopters will fly into the wind. In Fort Collins, the prevailing winds come from the northwest direction. During Take Off, the helicopter will travel northwest from the helistop towards Harmony Road and Lady Moon Drive. After reaching a ground level above 500’the helicopter will turn to fly over Harmony Road. During Final Approach, the helicopter will fly over Harmony Road and then when the helicopter reaches 500’ above ground level, approach the helistop from the southeast. See the following map showing the approximate approach and departure routes for this facility (Exhibit 2). When the helicopter is 500 or more feet above ground level, it must follow a prescribed flight pattern. In populated areas like Fort Collins, the prescribed flight pattern is to fly over industrial corridors. In this area, helicopters will fly over I‐25, Harmony Road and HWY 287. They avoid flying over high‐density areas like residential developments, schools, churches, commercial areas, sensitive ecological areas, etc. What FAA approvals are required? A Notice of Landing Area Proposal is required to be filed with the FAA for approval of the hospital helistop flight path, FATO and the Touchdown and Lift‐Off area. A primary and secondary FATO will be filed with the FAA. The secondary FATO is required if wind direction shifts dramatically. The FATO will be aligned with the predominant wind direction to avoid downwind operations and minimize crosswind operations. To accomplish this, the helistop will have more than one approach/departure path. Based on the approach/departure paths on the assessment of the prevailing winds, a secondary FATO will be provided at least 135 degrees from the primary FATO. Banner Health medical centers helistops are developed to FAA hospital design guidelines and standards to provide the maximum safety to all patients, air emergency transport service providers and emergency medical service personnel. Any distance requirements from neighborhoods, schools, etc.? There are no required distances away from neighborhoods or schools. However, all helicopter operators realize that air traffic can be disruptive and undesirable in high-density areas. Therefore, the Banner Health Med-Evac program, as well as most other emergency air transport providers in the State of Colorado, voluntarily participates in the “Fly Neighborly” program. As participants in this program, Med-Evac will develop flight patterns and FATO routes that are published and distributed to all other helicopter operators. All helicopters must follow the published flight pattern and FATOs when landing at the proposed Harmony Road medical center. Banner Health has not yet filed with the FAA or submitted plans to Fly Neighborly. But, when these documents are filed, helicopters will be directed to approach the hospital from Harmony Road and, as stated previously, fly clear of the high-density areas, including the residential developments and schools in the area. Frequency of helicopters? This is difficult to estimate. However, at Banner North Colorado Emergency Care in Greeley, we have had two helicopter transports out of the facility from August 1, 2012 to December 1, 2012. At McKee Medical Center and Banner Ironwood Medical Center an average of 1-2 patients per week is helicopter transported from each of those medical centers to other medical centers. Based on this data, our best estimate would be that the Harmony Road medical center would helicopter transport 0-1 patient per week to other medical centers. We do not anticipate any helicopter transport of patients in to this medical center. Also include any other information from Banner to explain the operations and impacts from helicopters to the surrounding neighborhoods. The helistop at the proposed Harmony Road medical center facility has been intentionally located on the north side of the campus in proximity to Harmony Road. This placement will result in the most direct flight path for the helicopter from the prescribed flight pattern and keeps the helicopter as far away from the neighborhoods and schools as possible. 3. Toxic Waste What are Banner's procedures regarding the storage and disposal of any toxic waste? There are two major types of regulated waste materials generated in hospitals: regulated medical waste (RMW) and Hazardous Waste (HW). RMW is “bio‐hazardous” waste that includes used bandages, dressings, sharps (needles), blood, lab cultures, and tissue from pathology. By State of Colorado regulation [25‐15‐401 CRS], the hospital (as a generator) is held accountable for the proper destruction/disposal of all RMW. The disposal of RMW is regulated and enforced by the State of Colorado. Banner Health complies with all State regulations related to the internal facility collection and storage of RMW and the external disposal of RMW generated materials through the use of licensed RMW disposal vendors. There are no federal regulations or enforcement. Per the Facilities Guidelines Institute (FGI), Soiled Utility Rooms are required in every patient wing, clinic and other appropriate departments (surgery, lab, etc). At Banner Health, all Soiled Utility Rooms are locked and accessible to staff only with appropriate security clearance via card access security system. Banner Health staff picks up RMW from Soiled Utility Rooms throughout the hospital and transfers RMW containers to a central, secure holding room where it is picked up by a licensed RMW disposal company. Banner Health uses Stericycle, a licensed RMW disposal company, to pick up and autoclave our RMW at their facility in Dacono. HW in hospitals comes from the Lab (histology/staining chemicals, like alcohol and xylene), Pharmacy (used/outdated pharmaceuticals and trace chemotherapeutic drug waste, like gloves, IV bags and tubing). The HW regulations come from the federal Environmental Protection Agency (EPA) but are enforced by the State of Colorado ‐ Colorado Dept. of Public Health & Environment (CDPHE). The storage and transport of HW is similar to the storage and transport of RMW. Holding rooms are located in areas as required by the FGI (in labs and pharmacies). These rooms are locked and accessible via card access only by staff with the appropriate security clearance. Banner Health staff transports containers to a secure, central holding room where it is picked up by a licensed HW contractor. Banner Health uses Clean Harbors to remove and recycle or incinerate all of our HW at their facility. Clean Harbors is an EPA approved HW hauler with a licensed Treatment, Storage and Disposal (TDS) facility in Kimball, Nebraska. The transport of HW and RMW is regulated by the City of Fort Collins on city streets and State of Colorado on state highways and interstates. All regulations require transport of waste in the most direct and safe route possible between the origin and destination. At the proposed Harmony Road medical center, the City of Fort Collins will require that the licensed transporters exit the loading dock, go north directly to Harmony Road then east to I‐25. Once on I‐25, State Regulations will require the transporters to stay on I‐25 until necessary in order to reach their destination. City and State regulations prohibit transport through residential neighborhoods unless absolutely necessary. At the Harmony Road location, Harmony Road will be easily accessible from the loading dock via the north end of Cinquefoil Lane. Therefore, transport through residential neighborhoods is not necessary and will likely not be permitted. See attached for the location of the loading dock and access to Harmony Road (Exhibit 3). Exhibit 1 - From the American College of Surgeons website Trauma Center Levels: • Level I The Level I facility is a regional resource trauma center that is a tertiary care facility central to the trauma care system. Ultimately, all patients who require the resources of the Level I center should have access to it. This facility must have the capability of providing leadership and total care for every aspect of injury, from prevention through rehabilitation. In its central role, the Level I center must have adequate depth of resources and personnel. Banner Health note: Level 1 trauma centers are required to have orthopedic surgeons, neurosurgeons and anesthesiologists on-site 24/7. • Level II The Level II trauma center is a hospital that is also expected to provide initial definitive trauma care, regardless of the severity of injury. Depending on geographic location, patient volume, personnel, and resources, however, the Level II trauma center may not be able to provide the same comprehensive care as a Level I trauma center. Therefore, patients with more complex injuries may have to be transferred to a Level I center (for example, patients requiring advanced and extended surgical critical care). Level II trauma centers may be the most prevalent facility in a community, managing the majority of trauma patients. Banner Health note: Level 2 trauma centers are required to be able to have orthopedic surgeons, neurosurgeons and anesthesiologist on-site within 20 minutes. • Level III The Level III trauma center serves communities that do not have immediate access to a Level I or II institution. Level III trauma centers can provide prompt assessment, resuscitation, emergency operations, and stabilization and also arrange for possible transfer to a facility that can provide definitive trauma care. General surgeons are required in a Level III facility. Planning for care of injured patients in these hospitals requires transfer agreements and standardized treatment protocols. Level III trauma centers are generally not appropriate in an urban or suburb an area with adequate Level I and/or Level II resources. Banner Health note: Level 3 trauma centers are required to have general surgeons on- site 24/7. • Level IV Level IV trauma facilities provide advanced trauma life-support prior to patient transfer in remote areas where no higher level of care is available. Such a facility may be a clinic rather than a hospital and may or may not have a physician available. Because of geographic isolation, however, the Level IV trauma facility is the de facto primary care provider. If willing to make the commitment to provide optimal care, given its resources, the Level IV trauma facility should be an integral part of the inclusive trauma care system. As at Level III trauma centers, treatment protocols for resuscitation, transfer protocols, data reporting, and participation in system performance improvement are essential. Exhibit 3 Regulated Medical Waste & Hazardous Waste Transport Routing Exhibit 2 Helistop Aircraft Final Approach and Takeoff Primary Flight Path 400 500 600 NB AM 350 VPH AM 710 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB AM 455 VPH PM 870 VPH 20/30 5/5 5/5 10/65 15/50 40/210 30/10 145/145 85/35 25/75 65/200 90/45 40/80 45/25 10/30 30/55 35/85 30/85 45/40 10/5 10/5 130/260 5/10 35/55 210/180 40/140 20/45 40/40 130/70 5/10 30/10 210/140 30/60 10/10 75/260 20/45 15/25 10/30 5/25 35/25 45/25 70/45 2990/2785 1725/3115 215/190 140/245 340/630 20/15 55/120 25/70 625/480 10/40 Harmony LeFever Precision Rock Creek Lady Moon Ambulance/ ER Access RT Access HP East AM/PM Rounded to Nearest 5 Vehicles 10/5 205/275 10/5 175/310 10/30 5/10 Cinquefoil Timberwood 40/35 315/460 45/25 70/20 385/400 180/100 15/105 35/20 5/25 30/80 15/35 35/55 Main Access Seondary Access Office Access 15/5 45/160 30/5 5/20 NOM 15/55 50/20 85/85 85/10 5/30 NOM 15/70 11/39 1/6 0/0 0/1 47/22 0/0 13/6 104/95 32/1 81/79 5/87 1/56 1/169 16/6 1457/2380 79/109 163/14 2089/2244 82/73 LeFever 119/250 239/147 East 74/41 21/11 120/65 67/147 7/15 Timberwood 34/55 14/6 57/33 35/16 3/13 10/40 92/49 44/95 10/21 4/9 9/5 10/5 20/11 5/10 29/16 14/30 12/6 17/10 2/1 9/16 1/5 5/14 6/4 10/32 10/6 11/5 18/30 3/5 NOM 5/5 NOM 10/65 15/50 40/210 15/5 130/135 85/35 25/75 55/185 90/45 40/75 45/25 5/15 30/55 35/85 30/85 45/40 10/5 10/5 120/240 5/10 30/45 190/170 35/130 20/45 30/35 120/65 5/10 30/10 180/125 30/60 10/10 60/230 20/45 15/25 10/30 5/25 35/25 45/25 70/45 2915/2745 1720/3100 195/180 110/180 305/535 5/5 15/50 25/70 430/375 10/40 Harmony LeFever Precision Rock Creek Lady Moon Cinquefoil Ambulance/ ER Access RT Access HP East AM/PM Rounded to Nearest 5 Vehicles 40/35 295/435 70/20 370/395 15/105 5/25 Timberwood