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HomeMy WebLinkAboutTERRA VIDA II APARTMENTS - PDP - PDP130028 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYTABLE OF CONTENTS I. INTRODUCTION........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use......................................................................................................................... 2 Roads.............................................................................................................................. 2 Existing Traffic................................................................................................................. 5 Existing Operation........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 9 Bicycle Facilities..............................................................................................................9 Transit Facilities ..............................................................................................................9 III. PROPOSED DEVELOPMENT............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 10 Trip Assignment ............................................................................................................ 14 Signal Warrants............................................................................................................. 14 Operation Analysis ........................................................................................................ 14 Geometry ...................................................................................................................... 14 Pedestrian Level of Service........................................................................................... 21 Bicycle Level of Service ................................................................................................ 21 Transit Level of Service................................................................................................. 21 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 22 DELICH Terra Vida II TIS, August 2013 ASSOCIATES LIST OF TABLES 1. Current Peak Hour Operation.................................................................................... 8 2. Trip Generation ......................................................................................................... 8 3. Short Range (2018) Background Peak Hour Operation .......................................... 17 4. Short Range (2018) Total Peak Hour Operation ..................................................... 18 LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry ................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Balanced Recent Peak Hour Traffic .......................................................................... 7 5. Site Plan.................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 12 7. Short Range (2018) Background Peak Hour Traffic................................................ 13 8. Site Generated Peak Hour Traffic ........................................................................... 15 9. Short Range (2018) Total Peak Hour Traffic ........................................................... 16 10. Short Range (2018) Geometry ................................................................................ 20 APPENDICES A. Base Assumptions Form B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2018) Background Peak Hour Operation E. Short Range (2018) Total Peak Hour Operation F. Pedestrian/Bicycle Level of Service DELICH Terra Vida II TIS, August 2013 ASSOCIATES I. INTRODUCTION This intermediate transportation impact study (ITIS) addresses the capacity, geometric, and control requirements at and near the proposed Terra Vida II apartments. The proposed Terra Vida II site is located north of Precision Drive and east of Lady Moon Drive in Fort Collins, Colorado. The “Harmony Tech Park ODP Master Transportation Impact Study,” (MTIS) December 2007 was submitted and accepted by the City of Fort Collins. This MTIS addressed the operation at the key intersections for the long range (2030) future. During the course of the analysis, numerous contacts were made with the project developer (Milestone Development Group), the project planning consultant (Kephart), the Fort Collins Traffic Engineering staff, and the Fort Collins Transportation Planning staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the “Larimer County Urban Area Street Standards” (LCUASS). A Base Assumptions Form and related information are provided in Appendix A. 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 Terra Vida II TIS, August 2013 ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Terra Vida II 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, or residential. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The center of Fort Collins lies to the northwest of the proposed Terra Vida II site. Roads The primary streets near the Terra Vida II site are Harmony Road, Lady Moon Drive, Rock Creek Drive, Cinquefoil Lane, and Precision Drive. The existing geometry at the key intersections is shown in Figure 2. Harmony Road is to the north of the Terra Vida II 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 posted speed 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 Terra Vida II TIS, August 2013 ASSOCIATES Page 2 BURLINGTON NORTHERN RAILROAD Harmony Rock Creek Ziegler Lady Moon Kechter Interstate 25 Horsetooth Timberline Precision Terra Vida II Cinquefoil Fossil Ridge High School Preston Middle Traut School Core Knowledge Kinard Core Knowledge Middle School Bacon Elementary School Zach Elementary School Lincoln Elementary School Fort Collins High School SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Terra Vida II TIS, August 2013 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Terra Vida II TIS, August 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. With the Banner Health Medical Campus proposal, Cinquefoil Lane will be constructed between Harmony Road and Le Fever Drive. With Terra Vida II, Cinquefoil Lane will be built between Le Fever Drive and Precision Drive. Precision Drive is an internal street within the Harmony Tech Park. Precision Drive is classified as a local street. Precision Drive is built between Technology Parkway and Cinquefoil Lane. The posted speed on Precision Drive is 30 mph. Le Fever Drive is an internal street within the Harmony Tech Park. With the Banner Health Medical Campus proposal, Le Fever Drive will be constructed between Lady Moon Drive and Cinquefoil Lane. 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 traffic data at the Harmony/Lady Moon intersection was collected in May 2013. The traffic data at the Lady Moon/Rock Creek and Lady Moon/Precision intersections was collected in November 2012. Raw traffic count data is provided in Appendix B. It is important to note that all of the traffic counts were performed when Fossil Ridge High School was in session. 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 Terra Vida II 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. DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 5 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Terra Vida II TIS, August 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 48/32 46/5 39/41 5/96 3/40 6/152 30/7 1372/2002 33/67 150/12 1766/1763 26/28 Harmony Precision Rock Creek Lady Moon HP East AM/PM BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Terra Vida II TIS, August 2013 Page 7 28/31 53/34 3/5 6/6 36/78 16/22 21/13 23/63 16/53 20/16 65/60 7/3 1/0 93/62 0/1 2/1 56/103 4/31 1/5 0/0 0/1 39/11 0/0 2/2 Harmony Precision Rock Creek HP East Lady Moon 48/32 46/5 39/41 5/96 3/40 6/152 30/7 1372/2002 33/67 150/12 1766/1763 26/28 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM EB LT E E EB T/RT B B EB APPROACH B B WB LT D D WB T A B WB RT A A WB APPROACH A B NB LT D DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 8 D NB T D D NB RT A A NB APPROACH D D SB LT D E SB T/RT D D SB APPROACH D E Harmony/Lady Moon (signal) OVERALL B B 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 Lady Moon/Rock Creek (all-way stop) OVERALL A A 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. Bicycle Facilities Bicycle lanes exist on Harmony Road, Ziegler Road, Rock Creek Drive, Lady Moon Drive, and Technology Parkway. Bike lanes are not required on local or connector streets. Transit Facilities Currently, Transfort serves this area of Fort Collins with Routes 16 and 17. Routes 16 and 17 run along Harmony Road, Ziegler Road, Rock Creek Drive, and Lady Moon Drive. There are transit stops very close to this site. DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT Terra Vida II is proposed as a 276 apartment development. Figure 5 shows a site plan of the Terra Vida II site. The site plan shows access to/from Precision Drive and Le Fever Drive. The short range analysis (Year 2018) includes development of the Terra Vida II site and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at this site. Table 2 shows the expected trip generation on a daily and peak hour basis. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Apartment 276 D.U. EQ 1796 EQ 28 EQ 111 EQ 110 EQ 59 Trip Distribution Directional distribution of the generated trips was determined for the Terra Vida II site. Future year data was obtained from the NFRRTP and other traffic studies. Figure 6 shows the trip distribution used for the Terra Vida II site. The trip distribution was discussed and agreed to in the scoping meeting. Background Traffic Projections Figure 7 shows the short range (2018) background traffic projections. Background traffic projections for the short range future horizon were obtained by reviewing the NFRRTP, reviewing traffic studies for other developments, and reviewing historic count data for this area of Fort Collins. As mentioned earlier, the Banner Health Medical Campus proposal will construct Cinquefoil Lane between Harmony Road and Le Fever Drive. With Terra Vida II, Cinquefoil Lane will be built between Le Fever Drive and Precision Drive. Therefore, Cinquefoil Lane was assumed to be built between Harmony Road and Kechter Road for the short range (2018) background traffic forecasts. Some traffic from the existing uses using Lady Moon Drive was reassigned to Cinquefoil Lane. DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 10 SCALE: 1"=200' SITE PLAN Figure 5 DELICH ASSOCIATES Terra Vida II TIS, August 2013 Page 11 Harmony Rock Creek Lady Moon Precision 45% 35% 5% NOM 15% Cinquefoil SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Terra Vida II TIS, August 2013 Page 12 SHORT RANGE (2018) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Terra Vida II TIS, August 2013 Page 13 40/40 96/68 3/6 35/44 41/102 24/40 58/39 20/82 20/69 30/23 92/78 8/3 4/0 178/117 2/13 29/7 86/176 11/38 7/35 0/1 1/4 28/12 1/0 13/6 106/121 52/6 33/65 6/108 3/45 7/170 34/8 1559/2305 93/84 169/15 1993/1995 73/80 7/2 24/13 2/9 0/1 7/27 3/13 19/10 3/13 2/6 12/5 15/6 11/6 2235/2090 1581/2494 18/46 66/50 Harmony Precision 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. The site generated trip assignment for the Terra Vida II site is shown in Figure 8. The site generated traffic was combined with the background traffic to determine the total forecasted traffic at the key intersections. Figure 9 shows the short range (2018) total peak hour traffic at the key intersections. 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 (MUTCD). None of the stop sign controlled intersections are expected to meet peak hour signal warrants. Operation Analysis Operation analyses were performed at the key intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2018 condition. Using the short range (2018) background peak hour traffic volumes, the key intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections operate acceptably during the peak hours, except for the eastbound left-turn movement at the Harmony/Lady Moon intersection during the afternoon peak hour. Since the traffic volumes for this movement are so low (8 vph) and the eastbound left-turn has a protected phase, it is likely that a vehicle approaching the intersection would have a red light. Therefore, the vehicles would have to wait through much of the signal cycle before there was a green indicator for the eastbound left turn. A mitigation measure is to allow permissive eastbound left turns. However, due to the high speeds on Harmony Road, this is not done by the City of Fort Collins. Therefore, it is respectfully requested that the LOS F for the eastbound left-turn movement at the Harmony/Lady Moon intersection not be applicable in this case. This same issue is present in the short range (2018) total peak hour operation as well. Using the traffic volumes shown in Figure 9, the key intersections operate in the short range (2018) total condition as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections operate acceptably during the peak hours, except as noted above. Geometry The short range (2018) geometry is shown in Figure 10. The geometry at the analyzed intersections is the existing geometry. DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 14 SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Terra Vida II TIS, August 2013 Page 15 Harmony Precision Rock Creek Lady Moon HP East Cinquefoil LeFever Site Access Presidio Access Site Access 1/4 16/64 25/13 41/23 1/5 15/8 5/3 4/15 1/2 2/1 9/38 4/2 1/5 35/18 6/25 15/58 19/9 1/6 35/20 6/3 NOM 10/5 1/4 0/1 25/13 NOM AM/PM 9/38 1/5 12/45 50/27 4/2 6/3 6/25 1/6 4/14 19/9 14/8 0/1 1/2 SHORT RANGE (2018) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Terra Vida II TIS, August 2013 Page 16 Harmony Precision Rock Creek Lady Moon HP East Cinquefoil LeFever Site Access 1/3 22/8 0/1 12/6 NOM 33/17 10/39 5/19 8/33 19/10 NOM 20/10 Presidio Access Site Access NOM 1/4 NOM 16/64 25/13 41/23 40/40 97/73 3/6 50/52 46/105 24/40 62/54 21/84 20/69 30/23 94/79 8/3 4/0 179/123 6/27 29/7 92/179 17/63 7/35 0/1 1/4 47/21 TABLE 3 Short Range (2018) Background Peak Hour Operation Intersection Movement Level of Service AM PM EB LT E F EB T B C EB RT B B EB APPROACH B C WB LT D E WB T B B WB RT A A WB APPROACH B B NB LT D E NB T D D NB RT A A NB APPROACH D E SB LT D E SB T/RT D D SB APPROACH D E Harmony/Lady Moon (signal) OVERALL B C Harmony/Cinquefoil (RT-in/RT-out) NB RT D C EB LT/T/RT B B WB LT/T/RT B B 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 A Lady Moon/Rock Creek (all-way stop) OVERALL A A Precision/Presidio Access SB LT/RT A A (stop sign) EB LT/T A A EB LT/T/RT A A WB LT/T/RT A A NB LT A A Cinquefoil/Precision (stop sign) SB LT A A DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 17 TABLE 4 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM EB LT E F EB T B C EB RT B B EB APPROACH B C WB LT D E WB T B B WB RT A A WB APPROACH B B NB LT E E NB T D D NB RT A A NB APPROACH E E SB LT D E SB T/RT D E SB APPROACH D E Harmony/Lady Moon (signal) OVERALL B C Harmony/Cinquefoil (RT-in/RT-out) NB RT E C Lady Moon/Le Fever WB LT/RT B A (stop sign) SB LT A A EB LT/T/RT B B WB LT/T/RT B B 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 B WB LT/T/RT B B NB LT/T/RT B B SB LT A A SB T/RT A B SB APPROACH A B Lady Moon/Rock Creek (all-way stop) OVERALL A B Le Fever/Site Access NB LT/RT A A (stop sign) WB LT/T A A Continued on next page DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 18 Continued from previous page TABLE 4 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM Cinquefoil/Le Fever EB LT/RT A A (stop sign) NB LT/T A A NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A Precision/Site Access-Presidio (stop sign) WB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A NB LT A A Cinquefoil/Precision (stop sign) SB LT A A DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 19 SHORT RANGE (2018) GEOMETRY Figure 10 DELICH ASSOCIATES Terra Vida II TIS, August 2013 Page 20 Harmony Precision Rock Creek Lady Moon HP East Cinquefoil LeFever Site Access Presidio Access Site Access - Denotes Lane _ Two-way Continuous Left-turn Lane Pedestrian Level of Service Appendix F shows a map of the area that is within 1320 feet of the Terra Vida II. The Terra Vida II site is located within an area termed as a “Other,” which sets the level of service threshold at LOS C for all measured factors. There are four destination areas within 1320 feet of the proposed Terra Vida II: 1) Banner Health Medical Campus; 2) the commercial/industrial uses within the Harmony Tech Park; 3) the residential uses to the southeast of the site; and 4) Fossil Ridge High School. In most cases, sidewalks do not exist within the pedestrian influence area, except along developed properties. It is assumed that sidewalks will be completed as properties develop. Appendix F contains a Pedestrian LOS Worksheet. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area (Fossil Ridge High School) within 1320 feet of the Terra Vida II. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix F. Transit Level of Service Currently, Transfort serves this area of Fort Collins with Routes 16 and 17. Routes 16 and 17 run along Harmony Road, Ziegler Road, Rock Creek Drive, and Lady Moon Drive. There are transit stops very close to this site. DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 21 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Terra Vida II site development on the short range (2018) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Terra Vida II site is feasible from a traffic engineering standpoint. At full development, the Terra Vida II site will generate approximately 1796 daily trip ends, 139 morning peak hour trip ends, and 169 afternoon peak hour trip ends. • Current operation at the key intersections is acceptable. • In the short range (2018) future, given development of the Terra Vida II site and an increase in background traffic, the key intersections operate acceptably during the peak hours, expected as noted, with existing geometry and intended geometry at the key intersections. • Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. DELICH Terra Vida II TIS, August 2013 ASSOCIATES Page 22 APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5-21-13 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/Lady Moon-HP East Access S = straight L = left turn Time Northbound: Lady Moon Southbound: HP 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 13 10 20 43 0 0 1 1 44 11 437 6 454 8 458 35 501 955 999 7:45 12 12 11 35 1 1 1 3 38 8 340 10 358 9 471 38 518 876 914 8:00 14 14 6 34 2 2 1 5 39 7 288 8 303 2 420 51 473 776 815 8:15 9 10 2 21 3 0 2 5 26 4 307 9 320 7 417 26 450 770 796 7:30-8:30 48 46 39 133 6 3 5 14 147 30 1372 33 1435 26 1766 150 1942 3377 3524 PHF 0.86 0.82 0.49 0.77 0.5 0.38 0.63 0.7 0.68 0.78 0.83 0.79 0.72 0.94 0.74 0.94 4:30 7 1 14 22 36 4 25 65 87 1 478 9 488 12 445 3 460 948 1035 4:45 5 0 11 16 30 8 14 52 68 2 482 14 498 5 492 2 499 997 1065 5:00 11 1 12 24 56 17 29 102 126 0 508 23 531 8 433 5 446 977 1103 5:15 9 3 4 16 30 11 28 69 85 4 534 21 559 3 393 2 398 957 1042 4:30-5:30 32 5 41 78 152 40 96 288 366 7 2002 67 2076 28 1763 12 1803 3879 4245 PHF 0.73 0.42 0.73 0.81 0.68 0.59 0.83 0.71 0.44 0.94 0.73 0.93 0.58 0.9 0.6 0.9 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 0.25 0.89 n/a 0.9 1 0.75 0.5 0.75 0.25 n/a n/a 0.25 0.25 n/a 0.92 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 n/a 0.68 0.25 0.69 0.65 0.78 0.25 0.84 0.63 n/a 0.25 0.75 0.25 n/a 0.56 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 0.67 0.85 0.75 0.85 0.57 0.84 0.63 0.73 0.8 0.56 0.5 0.88 0.35 0.74 0.83 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 0.93 0.65 0.63 0.72 0.69 0.67 0.63 0.77 0.6 0.74 0.77 0.77 0.75 0.89 0.8 0.91 APPENDIX C HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Recent AM 7/25/2013 Synchro 8 Light Report Joseph recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 1372 33 26 1766 150 48 46 39 6 3 5 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 190.0 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 190.0 Lanes 130131111110 Cap, veh/h 44 3417 78 95 3697 1048 148 208 176 109 160 40 Arrive On Green 0.02 0.63 0.60 0.05 0.66 0.66 0.04 0.11 0.00 0.02 0.11 0.09 Sat Flow, veh/h 1774 5441 125 1774 5588 1583 1774 1863 1583 1774 1439 360 Grp Volume(v), veh/h 35 1105 546 31 1879 116 56 54 0705 Grp Sat Flow(s),veh/h/ln 1774 1863 1841 1774 1863 1583 1774 1863 1583 1774 0 1799 Q Serve(g_s), s 1.9 15.5 15.5 1.7 16.9 1.2 3.0 2.6 0.0 0.0 0.0 0.2 Cycle Q Clear(g_c), s 1.9 15.5 15.5 1.7 16.9 1.2 3.0 2.6 0.0 0.0 0.0 0.2 Prop In Lane 1.00 0.07 1.00 1.00 1.00 1.00 1.00 0.20 Lane Grp Cap(c), veh/h 44 2339 1156 95 3697 1048 148 208 176 109 0 200 V/C Ratio(X) 0.79 0.47 0.47 0.33 0.51 0.11 0.38 0.26 0.00 0.06 0.00 0.02 Avail Cap(c_a), veh/h 252 2339 1156 252 3697 1048 203 208 176 200 0 200 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.57 0.57 0.57 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 47.9 9.7 9.8 45.0 8.5 1.3 44.5 40.1 0.0 47.4 0.0 39.3 Incr Delay (d2), s/veh 16.0 0.4 0.8 2.0 0.1 0.0 1.6 3.0 0.0 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.0 5.7 5.9 0.8 6.0 0.7 1.5 1.4 0.0 0.2 0.0 0.1 Lane Grp Delay (d), s/veh 63.9 10.1 10.6 47.0 8.6 1.4 46.1 43.2 0.0 47.7 0.0 39.5 Lane Grp LOS E B B D A A D D D D Approach Vol, veh/h 1686 2026 110 12 Approach Delay, s/veh 11.4 8.8 44.7 44.3 Approach LOS B A D D Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 6.5 66.5 9.3 69.3 7.9 15.0 7.9 15.0 Change Period (Y+Rc), s 4.0 7.0 7.0 7.0 4.0 6.5 6.0 6.0 Max Green Setting (Gmax), s 14.0 59.5 11.0 59.0 7.0 8.5 7.0 9.0 Max Q Clear Time (g_c+I1), s 3.9 17.5 3.7 18.9 5.0 4.6 2.0 2.2 Green Ext Time (p_c), s 0.0 29.8 0.0 28.8 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 11.1 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Recent AM 7/25/2013 Synchro 8 Light Report Joseph recent am.syn Phase Number 12345678 Movement SBL NBTL WBL EBT NBL SBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None C-Max None Max None None Maximum Split (s) 11 15 18 66 11 15 18 66 Maximum Split (%) 10.0% 13.6% 16.4% 60.0% 10.0% 13.6% 16.4% 60.0% Minimum Split (s) 8 22.5 11 22.5 8 22 8 23 Yellow Time (s) 3 3.5 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 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) 5 5 Flash Dont Walk (s) 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) 46 31 57 75 31 42 57 75 End Time (s) 57 46 75 31 42 57 75 31 Yield/Force Off (s) 53 39.5 68 24.5 38 51 71 24 Yield/Force Off 170(s) 53 39.5 68 13.5 38 51 71 13 Local Start Time (s) 21.5 6.5 32.5 50.5 6.5 17.5 32.5 50.5 Local Yield (s) 28.5 15 43.5 0 13.5 26.5 46.5 109.5 Local Yield 170(s) 28.5 15 43.5 99 13.5 26.5 46.5 98.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 24.5 (22%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Recent PM 7/25/2013 Synchro 8 Light Report Joseph recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 7 2002 67 28 1763 12 32 5 41 152 40 96 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 190.0 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 190.0 Lanes 130131111110 Cap, veh/h 14 3265 116 88 3659 1037 111 181 154 209 150 141 Arrive On Green 0.01 0.61 0.59 0.05 0.65 0.00 0.03 0.10 0.00 0.08 0.17 0.15 Sat Flow, veh/h 1774 5364 191 1774 5588 1583 1774 1863 1583 1774 886 830 Grp Volume(v), veh/h 8 1477 729 33 1959 0 38 6 0 179 0 91 Grp Sat Flow(s),veh/h/ln 1774 1863 1829 1774 1863 1583 1774 1863 1583 1774 0 1716 Q Serve(g_s), s 0.5 29.2 29.5 2.0 21.1 0.0 2.3 0.3 0.0 7.1 0.0 5.3 Cycle Q Clear(g_c), s 0.5 29.2 29.5 2.0 21.1 0.0 2.3 0.3 0.0 7.1 0.0 5.3 Prop In Lane 1.00 0.10 1.00 1.00 1.00 1.00 1.00 0.48 Lane Grp Cap(c), veh/h 14 2267 1113 88 3659 1037 111 181 154 209 0 291 V/C Ratio(X) 0.57 0.65 0.65 0.38 0.54 0.00 0.34 0.03 0.00 0.85 0.00 0.31 Avail Cap(c_a), veh/h 188 2267 1113 188 3659 1037 173 181 154 253 0 291 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.19 0.19 0.19 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 56.1 14.4 14.5 52.2 10.4 0.0 51.5 46.4 0.0 49.8 0.0 41.7 Incr Delay (d2), s/veh 7.0 0.3 0.6 2.6 0.2 0.0 1.8 0.3 0.0 20.8 0.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.3 11.6 11.6 1.0 8.0 0.0 1.2 0.2 0.0 6.4 0.0 2.6 Lane Grp Delay (d), s/veh 63.1 14.7 15.1 54.8 10.6 0.0 53.3 46.7 0.0 70.6 0.0 44.5 Lane Grp LOS E B B D B D D E D Approach Vol, veh/h 2214 1992 44 270 Approach Delay, s/veh 15.0 11.3 52.4 61.8 Approach LOS B B D E Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 4.9 73.5 9.6 78.2 7.0 15.0 15.2 23.2 Change Period (Y+Rc), s 4.0 7.0 7.0 7.0 4.0 6.5 6.0 6.0 Max Green Setting (Gmax), s 12.0 66.5 9.0 66.0 7.0 8.5 12.0 14.0 Max Q Clear Time (g_c+I1), s 2.5 31.5 4.0 23.1 4.3 2.3 9.1 7.3 Green Ext Time (p_c), s 0.0 29.6 0.0 35.0 0.0 0.0 0.2 0.6 Intersection Summary HCM 2010 Ctrl Delay 16.5 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Recent PM 7/25/2013 Synchro 8 Light Report Joseph recent pm.syn Phase Number 12345678 Movement SBL NBTL WBL EBT NBL SBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None C-Max None Max None None Maximum Split (s) 16 15 16 73 11 20 16 73 Maximum Split (%) 13.3% 12.5% 13.3% 60.8% 9.2% 16.7% 13.3% 60.8% Minimum Split (s) 8 22.5 11 22.5 8 22 8 23 Yellow Time (s) 3 3.5 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 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) 5 5 Flash Dont Walk (s) 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) 119 104 15 31 104 115 15 31 End Time (s) 15 119 31 104 115 15 31 104 Yield/Force Off (s) 11 112.5 24 97.5 111 9 27 97 Yield/Force Off 170(s) 11 112.5 24 86.5 111 9 27 86 Local Start Time (s) 21.5 6.5 37.5 53.5 6.5 17.5 37.5 53.5 Local Yield (s) 33.5 15 46.5 0 13.5 31.5 49.5 119.5 Local Yield 170(s) 33.5 15 46.5 109 13.5 31.5 49.5 108.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 97.5 (81%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 TWSC 5: Lady Moon & Precision Recent AM 7/25/2013 Synchro 8 Light Report Joseph recent am.syn Intersection Intersection Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 100203919304562 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100-- 100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 10020461 10905662 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 211 188 67 188 190 109 68 0 0 109 0 0 Stage 1 76 76 - 112 112 ------- Stage 2 135 112 - 76 78 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 746 707 997 772 705 945 1533 - - 1481 - - Stage 1 933 832 - 893 803 ------- Stage 2 868 803 - 933 830 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 708 704 997 770 702 945 1533 - - 1481 - - Mov Capacity-2 Maneuver 708 704 - 770 702 ------- Stage 1 932 829 - 892 802 ------- Stage 2 825 802 - 930 827 ------- Approach EB WB NB SB HCM Control Delay, s 10.1 9.1 0.1 0.5 HCM LOS B A Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1533 - - 708 935 1481 - - HCM Lane V/C Ratio 0.001 - - 0.002 0.052 0.003 - - HCM Control Delay (s) 7.35 - - 10.1 9.1 7.439 - - HCM Lane LOS A B A A HCM 95th %tile Q(veh) 0.002 - - 0.005 0.163 0.01 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 5: Lady Moon & Precision Recent PM 7/25/2013 Synchro 8 Light Report Joseph recent pm.syn Intersection Intersection Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5012011062131 1031 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100-- 100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 6012013073136 1211 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 275 269 122 269 269 74 122 0 0 74 0 0 Stage 1 195 195 - 74 74 ------- Stage 2 80 74 - 195 195 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 677 637 929 684 637 988 1465 - - 1526 - - Stage 1 807 739 - 935 833 ------- Stage 2 929 833 - 807 739 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 656 622 929 671 622 988 1465 - - 1526 - - Mov Capacity-2 Maneuver 656 622 - 671 622 ------- Stage 1 807 722 - 935 833 ------- Stage 2 917 833 - 787 722 ------- Approach EB WB NB SB HCM Control Delay, s 10.3 9 0 1.7 HCM LOS B A Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1465 - - 690 921 1526 - - HCM Lane V/C Ratio - - - 0.01 0.017 0.024 - - HCM Control Delay (s) 0 - - 10.3 9 7.417 - - HCM Lane LOS A B A A HCM 95th %tile Q(veh) 0 - - 0.031 0.051 0.073 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Recent AM 7/25/2013 Synchro 8 Light Report Joseph recent am.syn Intersection Intersection Delay, s/veh 8.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 21 23 16 7 65 20 28 53 3 16 36 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 Mvmt Flow 25 27 19 8 76 24 33 62 4 19 42 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 8.2 HCM LOS AAAA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 33% 48% 0% 8% 100% 0% Vol Thru, % 63% 52% 0% 71% 0% 86% Vol Right, % 4% 0% 100% 22% 0% 14% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 84 44 16 92 16 42 LT Vol 53 23 0 65 0 36 Through Vol 3 0 16 20 0 6 RT Vol 28 21 0 7 16 0 Lane Flow Rate 99 52 19 108 19 49 Geometry Grp 677677 Degree of Util (X) 0.141 0.076 0.023 0.149 0.029 0.068 Departure Headway (Hd) 5.123 5.312 4.369 4.946 5.588 4.985 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 702 676 821 727 642 720 Service Time 3.143 3.032 2.089 2.964 3.309 2.706 HCM Lane V/C Ratio 0.141 0.077 0.023 0.149 0.03 0.068 HCM Control Delay 9 8.5 7.2 8.8 8.5 8.1 HCM Lane LOS AAAAAA HCM 95th-tile Q 0.5 0.2 0.1 0.5 0.1 0.2 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Recent PM 7/25/2013 Synchro 8 Light Report Joseph recent pm.syn Intersection Intersection Delay, s/veh 8.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 13 63 53 3 60 16 31 34 5 22 78 6 Peak Hour Factor 0.85 0.85 0.85 0.85 0.89 0.85 0.93 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 222222222222 Mvmt Flow 15 74 62 4 67 19 33 40 6 26 92 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 8.3 8.9 9.1 8.8 HCM LOS AAAA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 44% 17% 0% 4% 100% 0% Vol Thru, % 49% 83% 0% 76% 0% 93% Vol Right, % 7% 0% 100% 20% 0% 7% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 70 76 53 79 22 84 LT Vol 34 63 0 60 0 78 Through Vol 5 0 53 16 0 6 RT Vol 31 13 0 3 22 0 Lane Flow Rate 79 89 62 90 26 99 Geometry Grp 677677 Degree of Util (X) 0.118 0.13 0.077 0.128 0.041 0.142 Departure Headway (Hd) 5.341 5.249 4.459 5.14 5.719 5.166 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 671 683 802 697 626 694 Service Time 3.377 2.982 2.192 3.177 3.452 2.898 HCM Lane V/C Ratio 0.118 0.13 0.077 0.129 0.042 0.143 HCM Control Delay 9.1 8.8 7.6 8.9 8.7 8.8 HCM Lane LOS AAAAAA HCM 95th-tile Q 0.4 0.4 0.2 0.4 0.1 0.5 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Intersection type Commercial corridors Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) DE*DD Any Leg EEDE Any Movement EEDE Stop sign control (arterial/collector or local— any approach leg) N/A F** F** E Stop sign control (collector/local—any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment APPENDIX D HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Short Bkgrd AM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 34 1559 93 73 1993 169 106 52 33 7 3 6 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 190.0 Lanes 131131111110 Cap, veh/h 51 3087 835 161 3463 981 215 225 191 161 159 40 Arrive On Green 0.03 0.55 0.53 0.09 0.62 0.62 0.08 0.12 0.00 0.05 0.11 0.09 Sat Flow, veh/h 1774 5588 1583 1774 5588 1583 1774 1863 1583 1774 1439 360 Grp Volume(v), veh/h 40 1834 46 86 2120 127 123 61 -5 8 0 5 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 0 1799 Q Serve(g_s), s 2.2 21.8 1.4 4.6 23.1 1.5 6.8 3.0 0.0 0.0 0.0 0.2 Cycle Q Clear(g_c), s 2.2 21.8 1.4 4.6 23.1 1.5 6.8 3.0 0.0 0.0 0.0 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.20 Lane Grp Cap(c), veh/h 51 3087 835 161 3463 981 215 225 191 161 0 199 V/C Ratio(X) 0.79 0.59 0.06 0.53 0.61 0.13 0.57 0.27 -0.03 0.05 0.00 0.03 Avail Cap(c_a), veh/h 249 3424 930 249 3463 981 215 225 191 197 0 199 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.0 14.8 11.5 43.2 11.6 1.6 45.1 39.8 0.0 44.9 0.0 39.7 Incr Delay (d2), s/veh 22.6 0.2 0.0 2.7 0.8 0.3 3.6 3.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.3 8.6 0.5 2.1 8.7 1.0 3.3 1.6 0.0 0.2 0.0 0.1 Lane Grp Delay (d), s/veh 70.7 15.1 11.5 45.9 12.4 1.8 48.8 42.8 0.0 45.0 0.0 39.9 Lane Grp LOS E B B D B A D D D D Approach Vol, veh/h 1920 2333 179 13 Approach Delay, s/veh 16.1 13.1 48.1 43.1 Approach LOS B B D D Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 6.9 59.5 13.1 65.7 12.0 16.0 11.0 15.0 Change Period (Y+Rc), s 4.0 7.0 7.0 7.0 4.0 6.5 6.0 6.0 Max Green Setting (Gmax), s 14.0 58.5 11.0 58.0 8.0 9.5 7.0 9.0 Max Q Clear Time (g_c+I1), s 4.2 23.8 6.6 25.1 8.8 5.0 2.0 2.2 Green Ext Time (p_c), s 0.0 28.7 0.1 28.2 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 15.9 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Short Bkgrd AM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd am.syn Phase Number 12345678 Movement SBL NBTL WBL EBT NBL SBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None C-Max Maximum Split (s) 11 16 18 65 12 15 18 65 Maximum Split (%) 10.0% 14.5% 16.4% 59.1% 10.9% 13.6% 16.4% 59.1% Minimum Split (s) 8 22.5 11 22.5 8 22 8 23 Yellow Time (s) 3 3.5 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 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) 5 5 Flash Dont Walk (s) 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) 47 31 58 76 31 43 58 76 End Time (s) 58 47 76 31 43 58 76 31 Yield/Force Off (s) 54 40.5 69 24.5 39 52 72 24 Yield/Force Off 170(s) 54 40.5 69 13.5 39 52 72 13 Local Start Time (s) 23 7 34 52 7 19 34 52 Local Yield (s) 30 16.5 45 0.5 15 28 48 0 Local Yield 170(s) 30 16.5 45 99.5 15 28 48 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 24 (22%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Short Bkgrd PM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 8 2305 84 80 1995 15 121 6 65 170 45 108 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 190.0 Lanes 131131111110 Cap, veh/h 15 3047 830 160 3525 999 224 172 146 269 113 117 Arrive On Green 0.01 0.55 0.52 0.09 0.63 0.00 0.09 0.09 0.00 0.12 0.13 0.12 Sat Flow, veh/h 1774 5588 1583 1774 5588 1583 1774 1863 1583 1774 839 870 Grp Volume(v), veh/h 9 2452 31 94 2217 0 142 7 -3 200 0 108 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 0 1709 Q Serve(g_s), s 0.6 42.4 1.1 6.1 29.0 0.0 9.4 0.4 0.0 8.8 0.0 7.0 Cycle Q Clear(g_c), s 0.6 42.4 1.1 6.1 29.0 0.0 9.4 0.4 0.0 8.8 0.0 7.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.51 Lane Grp Cap(c), veh/h 15 3047 830 160 3525 999 224 172 146 269 0 229 V/C Ratio(X) 0.59 0.80 0.04 0.59 0.63 0.00 0.63 0.04 -0.02 0.74 0.00 0.47 Avail Cap(c_a), veh/h 179 3047 830 179 3525 999 224 172 146 298 0 229 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 58.9 22.0 13.8 52.1 13.5 0.0 53.3 49.3 0.0 49.0 0.0 48.2 Incr Delay (d2), s/veh 30.9 2.4 0.1 4.1 0.4 0.0 5.7 0.4 0.0 8.8 0.0 6.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.4 18.4 0.4 2.9 11.6 0.0 4.7 0.2 0.0 6.8 0.0 3.6 Lane Grp Delay (d), s/veh 89.7 24.3 13.8 56.2 13.8 0.0 59.0 49.8 0.0 57.7 0.0 55.0 Lane Grp LOS F C B E B E D E D Approach Vol, veh/h 2492 2311 146 308 Approach Delay, s/veh 24.5 15.6 59.8 56.8 Approach LOS C B E E Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 5.0 69.5 14.7 79.2 15.0 15.0 20.0 20.0 Change Period (Y+Rc), s 4.0 7.0 7.0 7.0 4.0 6.5 6.0 6.0 Max Green Setting (Gmax), s 12.0 62.5 9.0 62.0 11.0 8.5 16.0 14.0 Max Q Clear Time (g_c+I1), s 2.6 44.4 8.1 31.0 11.4 2.4 10.8 9.0 Green Ext Time (p_c), s 0.0 17.3 0.0 28.9 0.0 0.0 0.6 0.5 Intersection Summary HCM 2010 Ctrl Delay 23.4 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Short Bkgrd PM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd pm.syn Phase Number 12345678 Movement SBL NBTL WBL EBT NBL SBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None C-Max None Max None None Maximum Split (s) 20 15 16 69 15 20 16 69 Maximum Split (%) 16.7% 12.5% 13.3% 57.5% 12.5% 16.7% 13.3% 57.5% Minimum Split (s) 8 22.5 11 22.5 8 22 8 23 Yellow Time (s) 3 3.5 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 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) 5 5 Flash Dont Walk (s) 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) 16.5 1.5 36.5 52.5 1.5 16.5 36.5 52.5 End Time (s) 36.5 16.5 52.5 1.5 16.5 36.5 52.5 1.5 Yield/Force Off (s) 32.5 10 45.5 115 12.5 30.5 48.5 114.5 Yield/Force Off 170(s) 32.5 10 45.5 104 12.5 30.5 48.5 103.5 Local Start Time (s) 21.5 6.5 41.5 57.5 6.5 21.5 41.5 57.5 Local Yield (s) 37.5 15 50.5 0 17.5 35.5 53.5 119.5 Local Yield 170(s) 37.5 15 50.5 109 17.5 35.5 53.5 108.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 TWSC 7: Cinquefoil & Harmony Short Bkgrd AM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd am.syn Intersection Intersection Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 1581 18 0 2235 0 66 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 94 85 85 Heavy Vehicles, % 2222 2 2 Mvmt Flow 1860 21 0 2378 0 78 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1860 0 2811 930 Stage 1 ---- 1860 - Stage 2 ---- 951 - Follow-up Headway - - 3.12 - 3.82 3.92 Pot Capacity-1 Maneuver - - 147 - 33 231 Stage 1 ---- 70 - Stage 2 ---- 303 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver - - 147 - 33 231 Mov Capacity-2 Maneuver ---- 33 - Stage 1 ---- 70 - Stage 2 ---- 303 - Approach EB WB NB HCM Control Delay, s 0 0 28.3 HCM LOS D Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 231 - - 147 - HCM Lane V/C Ratio 0.336 ---- HCM Control Delay (s) 28.3 - - 0 - HCM Lane LOS D A HCM 95th %tile Q(veh) 1.415 - - 0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 7: Cinquefoil & Harmony Short Bkgrd PM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd pm.syn Intersection Intersection Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 2494 46 0 2090 0 50 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 85 85 90 85 85 Heavy Vehicles, % 2222 2 2 Mvmt Flow 2653 54 0 2322 0 59 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 2653 0 3582 1327 Stage 1 ---- 2653 - Stage 2 ---- 929 - Follow-up Headway - - 3.12 - 3.82 3.92 Pot Capacity-1 Maneuver - - *422 - *35 *336 Stage 1 - - *- - *344 *- Stage 2 - - *- - *312 *- Time blocked-Platoon, % - - 1 - 1 1 Mov Capacity-1 Maneuver - - *422 - *35 *336 Mov Capacity-2 Maneuver - - *- - *35 *- Stage 1 - - *- - *344 *- Stage 2 - - *- - *312 *- Approach EB WB NB HCM Control Delay, s 0 0 18 HCM LOS C Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) *336 - - *422 - HCM Lane V/C Ratio 0.175 ---- HCM Control Delay (s) 18 - - 0 - HCM Lane LOS C A HCM 95th %tile Q(veh) 0.625 - - 0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 5: Lady Moon & Precision Short Bkgrd AM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd am.syn Intersection Intersection Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 0 1 13 1 28 4 178 2 11 86 29 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100----- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 8 0 1 15 1 33 5 209 2 13 101 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 381 365 118 365 381 211 135 0 0 212 0 0 Stage 1 144 144 - 220 220 ------- Stage 2 237 221 - 145 161 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 577 563 934 591 552 829 1449 - - 1358 - - Stage 1 859 778 - 782 721 ------- Stage 2 766 720 - 858 765 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 548 555 934 584 545 829 1449 - - 1358 - - Mov Capacity-2 Maneuver 548 555 - 584 545 ------- Stage 1 856 770 - 779 719 ------- Stage 2 732 718 - 848 757 ------- Approach EB WB NB SB HCM Control Delay, s 11.3 10.3 0.2 0.7 HCM LOS B B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1449 - - 578 726 1358 - - HCM Lane V/C Ratio 0.003 - - 0.016 0.068 0.01 - - HCM Control Delay (s) 7.493 - - 11.3 10.3 7.676 0 - HCM Lane LOS A BBAA HCM 95th %tile Q(veh) 0.01 - - 0.05 0.219 0.029 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 5: Lady Moon & Precision Short Bkgrd PM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd pm.syn Intersection Intersection Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 35 1460120 1171338 1767 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100----- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 41 1570140 1381545 2078 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 453 454 211 449 450 145 215 0 0 153 0 0 Stage 1 301 301 - 145 145 ------- Stage 2 152 153 - 304 305 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 517 502 829 520 504 902 1355 - - 1428 - - Stage 1 708 665 - 858 777 ------- Stage 2 850 771 - 705 662 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 495 484 829 502 486 902 1355 - - 1428 - - Mov Capacity-2 Maneuver 495 484 - 502 486 ------- Stage 1 708 641 - 858 777 ------- Stage 2 837 771 - 675 638 ------- Approach EB WB NB SB HCM Control Delay, s 12.7 10.2 0 1.3 HCM LOS B B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1355 - - 515 713 1428 - - HCM Lane V/C Ratio - - - 0.091 0.03 0.031 - - HCM Control Delay (s) 0 - - 12.7 10.2 7.602 0 - HCM Lane LOS A BBAA HCM 95th %tile Q(veh) 0 - - 0.3 0.092 0.097 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Short Bkgrd AM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd am.syn Intersection Intersection Delay, s/veh 9.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 58 20 20 8 92 30 40 96 3 24 41 35 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 Mvmt Flow 68 24 24 9 108 35 47 113 4 28 48 41 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 9.9 10.3 8.7 HCM LOS AABA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 29% 74% 0% 6% 100% 0% Vol Thru, % 69% 26% 0% 71% 0% 54% Vol Right, % 2% 0% 100% 23% 0% 46% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 139 78 20 130 24 76 LT Vol 96 20 0 92 0 41 Through Vol 3 0 20 30 0 35 RT Vol 40 58 0 8 24 0 Lane Flow Rate 164 92 24 153 28 89 Geometry Grp 677677 Degree of Util (X) 0.248 0.148 0.031 0.226 0.047 0.127 Departure Headway (Hd) 5.454 5.823 4.742 5.318 5.941 5.113 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 656 613 749 671 600 697 Service Time 3.513 3.588 2.507 3.378 3.704 2.874 HCM Lane V/C Ratio 0.25 0.15 0.032 0.228 0.047 0.128 HCM Control Delay 10.3 9.6 7.7 9.9 9 8.6 HCM Lane LOS BAAAAA HCM 95th-tile Q 1 0.5 0.1 0.9 0.1 0.4 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Short Bkgrd PM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd pm.syn Intersection Intersection Delay, s/veh 10 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 39 82 69 3 78 23 40 68 6 40 102 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 Mvmt Flow 46 96 81 4 92 27 47 80 7 47 120 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 9.6 10.2 10.5 10 HCM LOS ABBA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 35% 32% 0% 3% 100% 0% Vol Thru, % 60% 68% 0% 75% 0% 70% Vol Right, % 5% 0% 100% 22% 0% 30% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 114 121 69 104 40 146 LT Vol 68 82 0 78 0 102 Through Vol 6 0 69 23 0 44 RT Vol 40 39 0 3 40 0 Lane Flow Rate 134 142 81 122 47 172 Geometry Grp 677677 Degree of Util (X) 0.219 0.229 0.111 0.196 0.08 0.257 Departure Headway (Hd) 5.879 5.792 4.923 5.759 6.211 5.493 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 613 614 718 626 580 658 Service Time 3.887 3.591 2.722 3.767 3.911 3.193 HCM Lane V/C Ratio 0.219 0.231 0.113 0.195 0.081 0.261 HCM Control Delay 10.5 10.3 8.3 10.2 9.5 10.1 HCM Lane LOS BBABAB HCM 95th-tile Q 0.8 0.9 0.4 0.7 0.3 1 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 12: Presidio Access & Precision Short Bkgrd AM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd am.syn Intersection Intersection Delay, s/veh 4.6 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 5 8 1 22 20 19 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ---- 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2222 2 2 Mvmt Flow 6 9 1 26 24 22 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 15 0 39 11 Stage 1 ---- 11 - Stage 2 ---- 28 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1603 - 973 1070 Stage 1 ---- 1012 - Stage 2 ---- 995 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver - - 1603 - 972 1070 Mov Capacity-2 Maneuver ---- 972 - Stage 1 ---- 1012 - Stage 2 ---- 994 - Approach EB WB NB HCM Control Delay, s 0 0.3 8.7 HCM LOS A Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1017 - - 1603 - HCM Lane V/C Ratio 0.045 - - 0.001 - HCM Control Delay (s) 8.7 - - 7.247 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.142 - - 0.002 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 12: Presidio Access & Precision Short Bkgrd PM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd pm.syn Intersection Intersection Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 19 33 1 8 10 10 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ---- 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2222 2 2 Mvmt Flow 22 39 1 9 12 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 61 0 54 42 Stage 1 ---- 42 - Stage 2 ---- 12 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1542 - 954 1029 Stage 1 ---- 980 - Stage 2 ---- 1011 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver - - 1542 - 953 1029 Mov Capacity-2 Maneuver ---- 953 - Stage 1 ---- 980 - Stage 2 ---- 1010 - Approach EB WB NB HCM Control Delay, s 0 0.8 8.7 HCM LOS A Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 990 - - 1542 - HCM Lane V/C Ratio 0.024 - - 0.001 - HCM Control Delay (s) 8.7 - - 7.336 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.073 - - 0.002 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 3: Cinquefoil & Precision Short Bkgrd AM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd am.syn Intersection Intersection Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 19 3 2 11 15 12 7 24 2371 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 22 4 2 13 18 14 8 28 2481 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 78 63 9 65 62 29 9 0 0 31 0 0 Stage 1 16 16 - 46 46 ------- Stage 2 62 47 - 19 16 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 911 828 1073 929 829 1046 1611 - - 1582 - - Stage 1 1004 882 - 968 857 ------- Stage 2 949 856 - 1000 882 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 879 821 1073 918 822 1046 1611 - - 1582 - - Mov Capacity-2 Maneuver 879 821 - 918 822 ------- Stage 1 999 879 - 963 853 ------- Stage 2 912 852 - 991 879 ------- Approach EB WB NB SB HCM Control Delay, s 9.2 9.2 1.5 2 HCM LOS A A Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1611 - - 885 911 1582 - - HCM Lane V/C Ratio 0.005 - - 0.032 0.049 0.002 - - HCM Control Delay (s) 7.246 0 - 9.2 9.2 7.281 0 - HCM Lane LOS A A AAAA HCM 95th %tile Q(veh) 0.015 - - 0.099 0.155 0.007 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 3: Cinquefoil & Precision Short Bkgrd PM 7/25/2013 Synchro 8 Light Report Delich Associates short bkgd pm.syn Intersection Intersection Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 13 6665213913271 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 12 15 77762151115321 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 95 94 32 99 89 21 33 0 0 26 0 0 Stage 1 63 63 - 25 25 ------- Stage 2 32 31 - 74 64 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 888 796 1042 883 801 1056 1579 - - 1588 - - Stage 1 948 842 - 993 874 ------- Stage 2 984 869 - 935 842 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 870 787 1042 857 792 1056 1579 - - 1588 - - Mov Capacity-2 Maneuver 870 787 - 857 792 ------- Stage 1 947 834 - 992 873 ------- Stage 2 970 868 - 903 834 ------- Approach EB WB NB SB HCM Control Delay, s 9.4 9.2 0.6 2.3 HCM LOS A A Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1579 - - 859 880 1588 - - HCM Lane V/C Ratio 0.001 - - 0.04 0.023 0.01 - - HCM Control Delay (s) 7.283 0 - 9.4 9.2 7.289 0 - HCM Lane LOS A A AAAA HCM 95th %tile Q(veh) 0.004 - - 0.124 0.07 0.029 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined APPENDIX E HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 34 1560 105 82 1993 169 156 52 37 7 3 6 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 190.0 Lanes 131131111110 Cap, veh/h 51 3059 827 173 3471 983 214 224 190 161 158 40 Arrive On Green 0.03 0.55 0.52 0.10 0.62 0.62 0.08 0.12 0.00 0.05 0.11 0.09 Sat Flow, veh/h 1774 5588 1583 1774 5588 1583 1774 1863 1583 1774 1439 360 Grp Volume(v), veh/h 40 1835 61 96 2120 127 181 61 0805 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 0 1799 Q Serve(g_s), s 2.2 22.1 1.9 5.2 23.1 1.5 8.0 3.0 0.0 0.0 0.0 0.2 Cycle Q Clear(g_c), s 2.2 22.1 1.9 5.2 23.1 1.5 8.0 3.0 0.0 0.0 0.0 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.20 Lane Grp Cap(c), veh/h 51 3059 827 173 3471 983 214 224 190 161 0 198 V/C Ratio(X) 0.79 0.60 0.07 0.56 0.61 0.13 0.85 0.27 0.00 0.05 0.00 0.03 Avail Cap(c_a), veh/h 249 3411 927 249 3471 983 214 224 190 196 0 198 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.2 15.2 11.9 43.0 11.6 1.5 46.8 40.0 0.0 45.1 0.0 39.9 Incr Delay (d2), s/veh 22.6 0.2 0.0 2.8 0.8 0.3 25.5 3.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.3 8.9 0.6 2.4 8.7 1.0 1.5 1.6 0.0 0.2 0.0 0.1 Lane Grp Delay (d), s/veh 70.8 15.5 11.9 45.8 12.4 1.8 72.3 43.0 0.0 45.2 0.0 40.1 Lane Grp LOS E B B D B A E D D D Approach Vol, veh/h 1936 2343 242 13 Approach Delay, s/veh 16.5 13.2 64.9 43.3 Approach LOS B B E D Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 6.9 59.2 13.7 66.1 12.0 16.0 11.0 15.0 Change Period (Y+Rc), s 4.0 7.0 7.0 7.0 4.0 6.5 6.0 6.0 Max Green Setting (Gmax), s 14.0 58.5 11.0 58.0 8.0 9.5 7.0 9.0 Max Q Clear Time (g_c+I1), s 4.2 24.1 7.2 25.1 10.0 5.0 2.0 2.2 Green Ext Time (p_c), s 0.0 28.1 0.1 28.3 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 17.4 HCM 2010 LOS B Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Phase Number 12345678 Movement SBL NBTL WBL EBT NBL SBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None C-Max Maximum Split (s) 11 16 18 65 12 15 18 65 Maximum Split (%) 10.0% 14.5% 16.4% 59.1% 10.9% 13.6% 16.4% 59.1% Minimum Split (s) 8 22.5 11 22.5 8 22 8 23 Yellow Time (s) 3 3.5 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 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) 5 5 Flash Dont Walk (s) 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) 47 31 58 76 31 43 58 76 End Time (s) 58 47 76 31 43 58 76 31 Yield/Force Off (s) 54 40.5 69 24.5 39 52 72 24 Yield/Force Off 170(s) 54 40.5 69 13.5 39 52 72 13 Local Start Time (s) 23 7 34 52 7 19 34 52 Local Yield (s) 30 16.5 45 0.5 15 28 48 0 Local Yield 170(s) 30 16.5 45 99.5 15 28 48 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 24 (22%), Referenced to phase 8:WBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 Signalized Intersection Summary 1: Lady Moon & Harmony Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 8 2310 129 118 1995 15 148 6 67 170 45 108 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 190.0 Lanes 131131111110 Cap, veh/h 15 3014 821 177 3546 1005 222 170 145 266 111 116 Arrive On Green 0.01 0.54 0.52 0.10 0.63 0.00 0.09 0.09 0.00 0.12 0.13 0.12 Sat Flow, veh/h 1774 5588 1583 1774 5588 1583 1774 1863 1583 1774 839 870 Grp Volume(v), veh/h 9 2457 84 139 2217 0 174 7 0 200 0 108 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 0 1709 Q Serve(g_s), s 0.6 43.5 3.2 9.2 29.0 0.0 11.0 0.4 0.0 9.0 0.0 7.1 Cycle Q Clear(g_c), s 0.6 43.5 3.2 9.2 29.0 0.0 11.0 0.4 0.0 9.0 0.0 7.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.51 Lane Grp Cap(c), veh/h 15 3014 821 177 3546 1005 222 170 145 266 0 227 V/C Ratio(X) 0.59 0.82 0.10 0.79 0.63 0.00 0.78 0.04 0.00 0.75 0.00 0.48 Avail Cap(c_a), veh/h 177 3014 821 177 3546 1005 222 170 145 295 0 227 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 59.5 22.8 14.7 53.0 13.3 0.0 55.0 49.9 0.0 49.7 0.0 48.9 Incr Delay (d2), s/veh 31.0 2.6 0.2 20.6 0.3 0.0 16.7 0.5 0.0 9.4 0.0 7.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.4 18.9 1.2 5.1 11.6 0.0 1.0 0.2 0.0 6.9 0.0 3.6 Lane Grp Delay (d), s/veh 90.5 25.4 15.0 73.6 13.7 0.0 71.8 50.4 0.0 59.1 0.0 55.9 Lane Grp LOS F C B E B E D E E Approach Vol, veh/h 2550 2356 181 308 Approach Delay, s/veh 25.3 17.2 70.9 57.9 Approach LOS C B E E Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 5.0 69.5 16.0 80.5 15.0 15.0 20.0 20.0 Change Period (Y+Rc), s 4.0 7.0 7.0 7.0 4.0 6.5 6.0 6.0 Max Green Setting (Gmax), s 12.0 62.5 9.0 62.0 11.0 8.5 16.0 14.0 Max Q Clear Time (g_c+I1), s 2.6 45.5 11.2 31.0 13.0 2.4 11.0 9.1 Green Ext Time (p_c), s 0.0 16.3 0.0 29.0 0.0 0.0 0.6 0.5 Intersection Summary HCM 2010 Ctrl Delay 25.1 HCM 2010 LOS C Notes Timing Report, Sorted By Phase 1: Lady Moon & Harmony Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Phase Number 12345678 Movement SBL NBTL WBL EBT NBL SBTL EBL WBT Lead/Lag Lag Lead Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None C-Max None Max None None Maximum Split (s) 20 15 16 69 15 20 16 69 Maximum Split (%) 16.7% 12.5% 13.3% 57.5% 12.5% 16.7% 13.3% 57.5% Minimum Split (s) 8 22.5 11 22.5 8 22 8 23 Yellow Time (s) 3 3.5 5.5 5.5 3 3 3 5.5 All-Red Time (s) 1 3 1.5 1131 1.5 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) 5 5 Flash Dont Walk (s) 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) 16.5 1.5 36.5 52.5 1.5 16.5 36.5 52.5 End Time (s) 36.5 16.5 52.5 1.5 16.5 36.5 52.5 1.5 Yield/Force Off (s) 32.5 10 45.5 115 12.5 30.5 48.5 114.5 Yield/Force Off 170(s) 32.5 10 45.5 104 12.5 30.5 48.5 103.5 Local Start Time (s) 21.5 6.5 41.5 57.5 6.5 21.5 41.5 57.5 Local Yield (s) 37.5 15 50.5 0 17.5 35.5 53.5 119.5 Local Yield 170(s) 37.5 15 50.5 109 17.5 35.5 53.5 108.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 115 (96%), Referenced to phase 4:EBT, Start of Yellow Splits and Phases: 1: Lady Moon & Harmony HCM 2010 TWSC 7: Cinquefoil & Harmony Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 1585 19 0 2244 0 101 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 94 85 85 Heavy Vehicles, % 2222 2 2 Mvmt Flow 1865 22 0 2387 0 119 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1865 0 2820 932 Stage 1 ---- 1865 - Stage 2 ---- 955 - Follow-up Headway - - 3.12 - 3.82 3.92 Pot Capacity-1 Maneuver - - 146 - 33 230 Stage 1 ---- 69 - Stage 2 ---- 302 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver - - 146 - 33 230 Mov Capacity-2 Maneuver ---- 33 - Stage 1 ---- 69 - Stage 2 ---- 302 - Approach EB WB NB HCM Control Delay, s 0 0 36.3 HCM LOS E Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 230 - - 146 - HCM Lane V/C Ratio 0.517 ---- HCM Control Delay (s) 36.3 - - 0 - HCM Lane LOS E A HCM 95th %tile Q(veh) 2.687 - - 0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 7: Cinquefoil & Harmony Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 2496 51 0 2128 0 68 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 85 85 90 85 85 Heavy Vehicles, % 2222 2 2 Mvmt Flow 2655 60 0 2364 0 80 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 2655 0 3601 1328 Stage 1 ---- 2655 - Stage 2 ---- 946 - Follow-up Headway - - 3.12 - 3.82 3.92 Pot Capacity-1 Maneuver - - *422 - *33 *336 Stage 1 - - *- - *344 *- Stage 2 - - *- - *305 *- Time blocked-Platoon, % - - 1 - 1 1 Mov Capacity-1 Maneuver - - *422 - *33 *336 Mov Capacity-2 Maneuver - - *- - *33 *- Stage 1 - - *- - *344 *- Stage 2 - - *- - *305 *- Approach EB WB NB HCM Control Delay, s 0 0 19 HCM LOS C Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) *336 - - *422 - HCM Lane V/C Ratio 0.238 ---- HCM Control Delay (s) 19 - - 0 - HCM Lane LOS C A HCM 95th %tile Q(veh) 0.912 - - 0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 25: Lady Moon & Le Fever Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 6 35 232 1 15 132 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 0 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2222 Mvmt Flow 7 41 273 1 18 155 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 465 274 0 0 274 0 Stage 1 274 - ---- Stage 2 191 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 556 765 - - 1289 - Stage 1 772 - ---- Stage 2 841 - ---- Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 548 765 - - 1289 - Mov Capacity-2 Maneuver 614 - ---- Stage 1 772 - ---- Stage 2 829 - ---- Approach WB NB SB HCM Control Delay, s 10.2 0 0.8 HCM LOS B Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 738 1289 - HCM Lane V/C Ratio - - 0.065 0.014 - HCM Control Delay (s) - - 10.2 7.832 - HCM Lane LOS B A HCM 95th %tile Q(veh) - - 0.209 0.042 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 25: Lady Moon & Le Fever Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 3 20 173 6 58 246 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 0 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2222 Mvmt Flow 4 24 204 7 68 289 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 633 207 0 0 211 0 Stage 1 207 - ---- Stage 2 426 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 444 833 - - 1360 - Stage 1 828 - ---- Stage 2 659 - ---- Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 422 833 - - 1360 - Mov Capacity-2 Maneuver 509 - ---- Stage 1 828 - ---- Stage 2 626 - ---- Approach WB NB SB HCM Control Delay, s 9.9 0 1.5 HCM LOS A Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 769 1360 - HCM Lane V/C Ratio - - 0.035 0.05 - HCM Control Delay (s) - - 9.9 7.787 - HCM Lane LOS A A HCM 95th %tile Q(veh) - - 0.109 0.158 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 5: Lady Moon & Precision Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 0 1 27 1 47 4 179 6 17 92 29 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100----- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 8 0 1 32 1 55 5 211 7 20 108 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 417 392 125 390 406 214 142 0 0 218 0 0 Stage 1 165 165 - 224 224 ------- Stage 2 252 227 - 166 182 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 546 544 926 569 534 826 1441 - - 1352 - - Stage 1 837 762 - 779 718 ------- Stage 2 752 716 - 836 749 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 501 533 926 560 524 826 1441 - - 1352 - - Mov Capacity-2 Maneuver 501 533 - 560 524 ------- Stage 1 834 750 - 776 716 ------- Stage 2 698 714 - 822 737 ------- Approach EB WB NB SB HCM Control Delay, s 11.9 10.9 0.2 0.9 HCM LOS B B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1441 - - 531 701 1352 - - HCM Lane V/C Ratio 0.003 - - 0.018 0.126 0.015 - - HCM Control Delay (s) 7.506 - - 11.9 10.9 7.703 0 - HCM Lane LOS A BBAA HCM 95th %tile Q(veh) 0.01 - - 0.054 0.43 0.045 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 5: Lady Moon & Precision Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 35 1 4 14 0 21 0 123 27 63 179 7 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100----- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 41 1 5 16 0 25 0 145 32 74 211 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 536 539 215 527 528 161 219 0 0 176 0 0 Stage 1 363 363 - 161 161 ------- Stage 2 173 176 - 366 367 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 455 449 825 462 456 884 1350 - - 1400 - - Stage 1 656 625 - 841 765 ------- Stage 2 829 753 - 653 622 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 422 422 825 437 429 884 1350 - - 1400 - - Mov Capacity-2 Maneuver 422 422 - 437 429 ------- Stage 1 656 588 - 841 765 ------- Stage 2 806 753 - 609 585 ------- Approach EB WB NB SB HCM Control Delay, s 14.1 11.1 0 2 HCM LOS B B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1350 - - 444 627 1400 - - HCM Lane V/C Ratio - - - 0.106 0.066 0.053 - - HCM Control Delay (s) 0 - - 14.1 11.1 7.715 0 - HCM Lane LOS A BBAA HCM 95th %tile Q(veh) 0 - - 0.353 0.21 0.168 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 9.8 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 62 21 20 8 94 30 40 97 3 24 46 50 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 Mvmt Flow 73 25 24 9 111 35 47 114 4 28 54 59 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 9.4 10.1 10.5 8.9 HCM LOS ABBA Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 29% 75% 0% 6% 100% 0% Vol Thru, % 69% 25% 0% 71% 0% 48% Vol Right, % 2% 0% 100% 23% 0% 52% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 140 83 20 132 24 96 LT Vol 97 21 0 94 0 46 Through Vol 3 0 20 30 0 50 RT Vol 40 62 0 8 24 0 Lane Flow Rate 165 98 24 155 28 113 Geometry Grp 677677 Degree of Util (X) 0.252 0.16 0.031 0.233 0.047 0.16 Departure Headway (Hd) 5.515 5.895 4.812 5.393 5.976 5.104 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 647 604 737 662 596 698 Service Time 3.582 3.667 2.584 3.461 3.745 2.873 HCM Lane V/C Ratio 0.255 0.162 0.033 0.234 0.047 0.162 HCM Control Delay 10.5 9.8 7.7 10.1 9 8.9 HCM Lane LOS BAABAA HCM 95th-tile Q 1 0.6 0.1 0.9 0.1 0.6 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 AWSC 6: Lady Moon & Rock Creek Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 10.3 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 54 84 69 3 79 23 40 73 3 40 105 52 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 Mvmt Flow 64 99 81 4 93 27 47 86 4 47 124 61 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 10.1 10.4 10.8 10.3 HCM LOS BBBB Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 SBLn2 Vol Left, % 34% 39% 0% 3% 100% 0% Vol Thru, % 63% 61% 0% 75% 0% 67% Vol Right, % 3% 0% 100% 22% 0% 33% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 116 138 69 105 40 157 LT Vol 73 84 0 79 0 105 Through Vol 3 0 69 23 0 52 RT Vol 40 54 0 3 40 0 Lane Flow Rate 136 162 81 124 47 185 Geometry Grp 677677 Degree of Util (X) 0.227 0.27 0.114 0.201 0.082 0.284 Departure Headway (Hd) 5.995 5.977 5.072 5.857 6.284 5.545 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 600 602 708 614 571 650 Service Time 4.021 3.699 2.794 3.882 4.008 3.268 HCM Lane V/C Ratio 0.227 0.269 0.114 0.202 0.082 0.285 HCM Control Delay 10.8 10.9 8.4 10.4 9.6 10.5 HCM Lane LOS BBABAB HCM 95th-tile Q 0.9 1.1 0.4 0.7 0.3 1.2 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 2: Site Access & Le Fever Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 6.9 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 1 16 1 1 41 25 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ---- 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2222 2 2 Mvmt Flow 1 19 1 1 48 29 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 20 0 15 11 Stage 1 ---- 11 - Stage 2 ---- 4 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1596 - 1004 1070 Stage 1 ---- 1012 - Stage 2 ---- 1019 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver - - 1596 - 1003 1070 Mov Capacity-2 Maneuver ---- 1003 - Stage 1 ---- 1012 - Stage 2 ---- 1018 - Approach EB WB NB HCM Control Delay, s 0 3.6 8.8 HCM LOS A Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1027 - - 1596 - HCM Lane V/C Ratio 0.076 - - 0.001 - HCM Control Delay (s) 8.8 - - 7.257 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.245 - - 0.002 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 2: Site Access & Le Fever Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 3.3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 1 64 4 1 23 13 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ---- 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2222 2 2 Mvmt Flow 1 75 5 1 27 15 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 76 0 50 39 Stage 1 ---- 39 - Stage 2 ---- 11 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1523 - 959 1033 Stage 1 ---- 983 - Stage 2 ---- 1012 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver - - 1523 - 956 1033 Mov Capacity-2 Maneuver ---- 956 - Stage 1 ---- 983 - Stage 2 ---- 1009 - Approach EB WB NB HCM Control Delay, s 0 5.9 8.8 HCM LOS A Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 982 - - 1523 - HCM Lane V/C Ratio 0.043 - - 0.003 - HCM Control Delay (s) 8.8 - - 7.371 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.135 - - 0.009 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 26: Cinquefoil & Le Fever Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 25 1 1 65 10 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 29 1 1 76 12 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 91 12 13 0 - 0 Stage 1 12 - - - - - Stage 2 79 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 909 1069 1606 - - - Stage 1 1011 - - - - - Stage 2 944 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 908 1069 1606 - - - Mov Capacity-2 Maneuver 908 - - - - - Stage 1 1011 - - - - - Stage 2 943 - - - - - Approach EB NB SB HCM Control Delay, s 9.1 0.1 0 HCM LOS A Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1606 - 913 - - HCM Lane V/C Ratio 0.001 - 0.034 - - HCM Control Delay (s) 7.243 0 9.1 - - HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.002 - 0.104 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 26: Cinquefoil & Le Fever Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 13 1 1 33 42 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 1 1 39 49 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 93 52 54 0 - 0 Stage 1 52 - - - - - Stage 2 41 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 907 1016 1551 - - - Stage 1 970 - - - - - Stage 2 981 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 906 1016 1551 - - - Mov Capacity-2 Maneuver 906 - - - - - Stage 1 970 - - - - - Stage 2 980 - - - - - Approach EB NB SB HCM Control Delay, s 9 0.2 0 HCM LOS A Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1551 - 913 - - HCM Lane V/C Ratio 0.001 - 0.018 - - HCM Control Delay (s) 7.323 0 9 - - HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.002 - 0.055 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 12: Precision & Site Access Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 5 8 1 22 1 20 0 19 12 0 33 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 12 6 9 1 26 1 24 0 22 14 0 39 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 27 0 0 15 0 0 82 63 11 74 68 26 Stage 1 ------3434-2929- Stage 2 ------4829-4539- Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1587 - - 1603 - - 905 828 1070 916 823 1050 Stage 1 ------ 982 867- 988 871- Stage 2 ------ 965 871- 969 862- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 1587 - - 1603 - - 866 821 1070 891 816 1050 Mov Capacity-2 Maneuver ------ 866 821- 891 816- Stage 1 ------ 974 860- 980 870- Stage 2 ------ 928 870- 941 855- Approach EB WB NB SB HCM Control Delay, s 3.2 0.3 9 8.8 HCM LOS A A Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 955 1587 - - 1603 - - 1002 HCM Lane V/C Ratio 0.048 0.007 - - 0.001 - - 0.053 HCM Control Delay (s) 9 7.285 0 - 7.247 0 - 8.8 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0.151 0.022 - - 0.002 - - 0.167 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 12: Precision & Site Access Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 39 19 33 1 8 3 10 0 10 6 0 17 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 46 22 39 1 9 4 12 0 12 7 0 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 13 0 0 61 0 0 158 149 42 153 167 11 Stage 1 ------ 134 134-1414- Stage 2 ------2415- 139 153- Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1606 - - 1542 - - 808 743 1029 814 726 1070 Stage 1 ------ 869 785- 1006 884 - Stage 2 ------ 994 883- 864 771- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 1606 - - 1542 - - 774 720 1029 786 704 1070 Mov Capacity-2 Maneuver ------ 774 720- 786 704- Stage 1 ------ 843 761- 976 883- Stage 2 ------ 974 882- 828 748- Approach EB WB NB SB HCM Control Delay, s 3.1 0.6 9.2 8.8 HCM LOS A A Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 883 1606 - - 1542 - - 978 HCM Lane V/C Ratio 0.027 0.029 - - 0.001 - - 0.028 HCM Control Delay (s) 9.2 7.308 0 - 7.336 0 - 8.8 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0.082 0.088 - - 0.002 - - 0.085 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 3: Cinquefoil & Precision Short Total AM 7/25/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 29 3 4 11 15 12 8 24 2371 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 34 4 5 13 18 14 9 28 2481 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 80 65 9 68 64 29 9 0 0 31 0 0 Stage 1 16 16 - 48 48 ------- Stage 2 64 49 - 20 16 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 908 826 1073 925 827 1046 1611 - - 1582 - - Stage 1 1004 882 - 965 855 ------- Stage 2 947 854 - 999 882 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 875 819 1073 912 820 1046 1611 - - 1582 - - Mov Capacity-2 Maneuver 875 819 - 912 820 ------- Stage 1 998 879 - 959 850 ------- Stage 2 909 849 - 988 879 ------- Approach EB WB NB SB HCM Control Delay, s 9.3 9.2 1.7 2 HCM LOS A A Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1611 - - 888 909 1582 - - HCM Lane V/C Ratio 0.006 - - 0.048 0.049 0.002 - - HCM Control Delay (s) 7.248 0 - 9.3 9.2 7.281 0 - HCM Lane LOS A A AAAA HCM 95th %tile Q(veh) 0.018 - - 0.15 0.155 0.007 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 3: Cinquefoil & Precision Short Total PM 7/25/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 13 7665413913272 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 18 15 87765151115322 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 100 99 33 105 95 21 34 0 0 26 0 0 Stage 1 64 64 - 30 30 ------- Stage 2 36 35 - 75 65 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 881 791 1041 875 795 1056 1578 - - 1588 - - Stage 1 947 842 - 987 870 ------- Stage 2 980 866 - 934 841 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 861 781 1041 847 785 1056 1578 - - 1588 - - Mov Capacity-2 Maneuver 861 781 - 847 785 ------- Stage 1 944 834 - 984 867 ------- Stage 2 964 863 - 901 833 ------- Approach EB WB NB SB HCM Control Delay, s 9.4 9.2 1.1 2.3 HCM LOS A A Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1578 - - 858 873 1588 - - HCM Lane V/C Ratio 0.003 - - 0.048 0.023 0.01 - - HCM Control Delay (s) 7.288 0 - 9.4 9.2 7.289 0 - HCM Lane LOS A A AAAA HCM 95th %tile Q(veh) 0.009 - - 0.151 0.07 0.029 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined APPENDIX F Harmony Rock Creek Lady Moon Precision Cinquefoil Fossil Ridge High School SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Terra Vida II TIS, July 2013 Pedestrian LOS Worksheet Project Location Classification: Other 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 C C C C C 1 Actual A B N/A B B Banner Health Medical Campus Commercial Proposed A B B B B Minimum C C C C C 2 Actual A B B B B Land uses within the Harmony Tech Park Commercial/ Industrial Proposed A B B B B Minimum C C C C C 3 Actual A D C D C Neighborhoods to the south & southeast of the site Residential Proposed A B B B B Minimum C C C C C 4 Actual A B B B B Fossil Ridge High School Institutional Proposed A B B B B Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Harmony Rock Creek Lady Moon Precision Cinquefoil Fossil Ridge High School SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Terra Vida II TIS, July 2013 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 Fossil Ridge High School Institutional C A A 2 3 4 1/0 27/14 156/148 52/6 37/67 6/108 3/45 7/170 34/8 1560/2310 105/129 169/15 1993/1995 82/118 8/4 24/13 2/9 0/2 7/27 3/13 29/15 3/13 4/7 12/5 15/6 11/6 2244/2128 1585/2496 19/51 101/68 132/246 15/58 232/173 1/6 35/20 6/3 NOM 65/33 1/4 10/42 25/13 NOM AM/PM 10/5 2/1 10/39 1/3 12/6 33/17 Rock Creek Lady Moon HP East Cinquefoil LeFever Presidio Access 22/8 0/1 5/19 8/33 19/10 20/10 126/221 NOM 213/164 NOM NOM NOM NOM 55/28 NOM 10/41 NOM NOM AM/PM