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Home My WebLink AboutSUNSHINE HOUSE FC EARLY LEARNING ACADEMY - PDP/FDP - FDP130041 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDYTABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 8 Bicycle Facilities .............................................................................................................. 8 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................... 9 Background Traffic Projections ....................................................................................... 9 Trip Assignment ............................................................................................................ 13 Signal Warrants ............................................................................................................. 13 Operation Analysis ........................................................................................................ 13 Geometry ...................................................................................................................... 13 Pedestrian Level of Service ........................................................................................... 19 Bicycle Level of Service ................................................................................................ 19 Transit Level of Service ................................................................................................. 19 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 20 DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 7 2. Trip Generation ......................................................................................................... 9 3. Short Range (2018) Background Peak Hour Operation .......................................... 16 4. Short Range (2018) Total Peak Hour Operation ..................................................... 17 LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Site Plan .................................................................................................................. 10 5. Trip Distribution ....................................................................................................... 11 6. Short Range (2018) Background Peak Hour Traffic ................................................ 12 7. Site Generated Peak Hour Traffic ........................................................................... 14 8. Short Range (2018) Total Peak Hour Traffic ........................................................... 15 9. Short Range (2018) Geometry ................................................................................ 18 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 Sunshine House Daycare TIS, November 2013 ASSOCIATES I. INTRODUCTION This intermediate transportation impact study (ITIS) addresses the capacity, geometric, and control requirements at and near the proposed Sunshine House Daycare. The proposed Sunshine House Daycare site is located in the southwest quadrant of the Centre/Perennial intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (CSU/CSURF), the project planning consultant (TB - Group), 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. This TIS is a revision to the “Sunshine House Daycare Transportation Impact Study” dated October 2013. The revision was requested by the City of Fort Collins because some data collection occurred during the Federal Government shutdown in early October 2013. DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Sunshine House Daycare 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, institutional (CSU/CSURF), or residential. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. This site is near the center of Fort Collins. Colorado State University and the Fort Collins CBD are north of the proposed Sunshine House Daycare site. Roads The primary streets near the Sunshine House Daycare site are Prospect Road, Centre Avenue, Rolland Moore Drive, and Perennial Lane. The existing geometry at the key intersections is shown in Figure 2. Prospect Road is to the north of the Sunshine House Daycare site. It is classified as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, Prospect Road has a four-lane cross section near the Prospect/Centre intersection. At the Prospect/Centre intersection, Prospect Road has eastbound and westbound left-turn lanes and two travel lanes in each direction. According to LCUASS, eastbound and westbound right-turn lanes are required with the existing traffic volumes. The Prospect/Centre intersection has signal control. The existing speed limit in this are is 35 mph. Centre Avenue is to the east of (adjacent to) the Sunshine House Daycare site. In this area, it is generally a north-south street designated as a collector street on the Fort Collins Master Street Plan. Currently, it has a two-lane cross section with a center two-way continuous left-turn lane. At the Prospect/Centre intersection, Centre Avenue has northbound and southbound left-turn lanes, one through lane in each direction, and northbound and southbound right-turn lanes. At the Centre/Rolland Moore-NRRC South and Centre/Perennial-NRRC North intersections, Centre Avenue has the center two-way continuous left-turn lane and one through lane in each direction. The existing posted speed in this area is 35 mph. During the morning peak hour, the northbound right-turn volumes at both the Centre/Perennial-NRRC North and Centre/Rolland Moore-NRRC South intersections exceed the threshold volume requiring a right-turn lane. However, the NRRC land uses have been in existence for a number of years with no accident history that would be mitigated by these right-turn lanes. Current traffic volumes on Centre Avenue indicate that it should be classified as a two-lane arterial street, since the current traffic volumes exceed 5,000 vehicles per day. Rolland Moore Drive is an east-west street designated as a collector street on the Fort Collins Master Street Plan. Currently, Rolland Moore Drive has a two-lane cross section. The east leg of the Centre/Rolland Moore-NRRC South intersection DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 2 Shields Centre Prospect Rolland Moore Drake NRRC North NRRC South Perennial SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Sunshine House Daycare TIS, November 2013 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Sunshine House Daycare TIS, November 2013 Page 4 Prospect Rolland Moore NRRC North NRRC South Centre - Denotes Lane - Two-way Continuous Left-turn Lane Perennial serves the NRRC campus. At the Centre/Rolland Moore-NRRC South intersection, Rolland Moore Drive has an eastbound left-turn lane and a combined eastbound right- turn/through lane. The NRRC South Access has a westbound left-turn lane and a combined westbound right-turn/through lane. The Centre/Rolland Moore-NRRC South intersection has stop control on Rolland Moore Drive and the NRRC South Access. Perennial Lane is an east-west street designated as a local street on the Fort Collins Master Street Plan. Currently, Perennial Lane has a two-lane cross section. The east leg of the Centre/Perennial-NRRC North intersection serves the NRRC campus. At the Centre/Perennial-NRRC North intersection, Perennial Lane has an eastbound left-turn lane and a combined eastbound through/right-turn lane. The NRRC North Access has a westbound left-turn lane and a combined westbound through/right- turn lane. The Centre/Perennial-NRRC North intersection has stop control on Perennial Lane and the NRRC North Access. Existing Traffic Recent peak hour traffic volumes at the Prospect/Centre, Centre/Perennial- NRRC North, and Centre/Rolland Moore-NRRC South intersections are shown in Figure 3. The traffic data at the Centre/Perennial-NRRC North and Centre/Rolland Moore- NRRC South intersections was collected in November 2013. The peak hour traffic at the Prospect/Centre intersection was obtained in September 2013. Raw traffic count data is provided in Appendix B. Since the reason for this revised TIS was due to the Federal Government shutdown and its impact on the two accesses to the NRRC Campus, the peak hour traffic counts from the different days were compared. While there are differences in the volumes using the respective accesses, the composite differences were not significant. There were forty more vehicles using the NRRC driveways during the Federal Government shutdown in the morning peak hour, and thirteen less vehicles using the NRRC driveways during the Federal Government shutdown in the afternoon peak hour. Existing Operation The Prospect/Centre, Centre/Perennial-NRRC North, and Centre/Rolland Moore- NRRC South intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The Prospect/Centre intersection is currently operating acceptably with existing control, geometry, and signal timing in the morning and afternoon peak hours. The Centre/Perennial-NRRC North and Centre/Rolland Moore-NRRC South intersections do not meet acceptable levels of service with the existing traffic. 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 Prospect/Centre intersection is in an area termed “mixed- use district.” In areas termed “mixed-use districts,” acceptable operation at signalized DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 5 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Sunshine House Daycare TIS, November 2013 Page 6 49/87 205/93 192/307 29/93 54/175 27/135 96/28 760/808 90/70 152/52 575/957 260/292 1/1 635/582 54/2 4/27 243/541 29/3 12/31 0/0 5/2 11/66 1/0 3/63 3/37 613/463 109/27 5/29 158/553 92/23 30/27 0/1 16/30 43/90 0/3 8/75 Prospect Rolland Moore NRRC North NRRC South Centre Perennial TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Centre (signal) EB LT A A EB T B B EB RT B B EB APPROACH B B WB LT A A WB T A B WB RT A B WB APPROACH A B NB LT D D NB T D C NB RT C C NB APPROACH D D SB LT D D SB T C D SB RT A C SB APPROACH D D OVERALL B B Centre/Perennial-NRRC North (stop sign) EB LT D F EB T/RT C E EB APPROACH C E WB LT D F WB T/RT C D WB APPROACH C D NB LT A A SB LT A A Centre/Rolland Moore-NRRC South (stop sign) EB LT E F EB T/RT C D EB APPROACH D E WB LT C F WB T/RT B D WB APPROACH C E NB LT B A SB LT A A DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 7 intersections during the peak hours is defined as level of service E or better for the overall intersection, and level of service E or better for any leg or movement. The Sunshine House Daycare site is in an area termed “all other areas.” Acceptable operation at unsignalized intersections during the peak hours is defined as level of service E or better for any approach leg for an arterial/collector and level of service C or better for any approach leg for a local and collector/local intersection. Pedestrian Facilities There are sidewalks along Prospect Road, Centre Avenue, Rolland Moore Drive, and Perennial Lane. Bicycle Facilities Bicycle lanes exist on Centre Avenue. Prospect Road has no bicycle lanes. Bike lanes are not required on local or connector streets. Transit Facilities Currently, Transfort serves this area of Fort Collins with Route 7. Route 7 runs from the Mall Transfer Point, along Drake Road, Centre Avenue, through the CSU Campus, and to the CSU Transit Center. There are transit stops very close to this site. DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 8 III. PROPOSED DEVELOPMENT Sunshine House Daycare is a proposed daycare with approximately 152 students. Figure 4 shows a site plan of the Sunshine House Daycare site. The site plan shows access to/from Perennial Lane. The short range analysis (Year 2018) includes development of the Sunshine House Daycare 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, 9 th 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 565 Daycare 152 Students 4.48 680 0.42 64 0.38 58 0.39 59 0.43 65 Trip Distribution Directional distribution of the generated trips was determined for the Sunshine House Daycare site. Future year data was obtained from the NFRRTP and other traffic studies. Figure 5 shows the trip distribution used for the Sunshine House Daycare site. The trip distribution was discussed and agreed to in the scoping discussions. Background Traffic Projections Figure 6 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. Traffic at the key intersections was increased at a rate of one percent per year for the short range (2018) background traffic forecasts. DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 9 SCALE: 1"=60' SITE PLAN Figure 4 DELICH ASSOCIATES Sunshine House Daycare TIS, November 2013 Page 10 Centre Avenue Perennial Lane Perennial Lane Site Access Centre Prospect Rolland Moore NRRC North NRRC South 30% 20% 10% 25% 15% NOM SCALE: 1"=600' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Sunshine House Daycare TIS, November 2013 Page 11 AM/PM SHORT RANGE (2018) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Sunshine House Daycare TIS, November 2013 Page 12 51/91 215/98 202/323 30/98 57/184 28/142 101/29 799/849 95/74 160/55 604/1006 273/307 1/1 667/612 57/2 4/28 255/569 30/3 13/33 0/0 5/1 12/69 1/0 3/66 3/39 644/487 115/28 5/30 166/581 97/24 32/28 0/1 17/32 45/95 0/3 8/79 Prospect Rolland Moore NRRC North NRRC South Centre Perennial 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 Sunshine House Daycare site is shown in Figure 7. The site generated traffic was combined with the background traffic to determine the total forecasted traffic at the key intersections. Figure 8 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 Prospect/Centre intersection operates acceptably with existing control, geometry, and signal timing in the morning and afternoon peak hours. The Centre/Perennial-NRRC North and Centre/Rolland Moore-NRRC South intersections do not meet acceptable levels of service, since Centre Avenue is classified as a collector street. Using the traffic volumes shown in Figure 8, 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. As with the background traffic, the Prospect/Centre intersection operates acceptably with existing control, geometry, and signal timing in the morning and afternoon peak hours. The Centre/Perennial-NRRC North and Centre/Rolland Moore-NRRC South intersections do not meet acceptable levels of service, since Centre Avenue is classified as a collector street. A variance with regard to the operation at the Centre/Perennial-NRRC North and Centre/Rolland Moore- NRRC South intersections will be submitted with this TIS. Geometry The short range (2018) geometry is shown in Figure 9. The geometry at the analyzed intersections is the existing geometry. As mentioned earlier, according to LCUASS, eastbound and westbound right-turn lanes are required with the existing traffic volumes at the Prospect/Centre intersection. DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 13 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Sunshine House Daycare TIS, November 2013 Page 14 17/20 6/6 12/13 6/6 19/17 13/12 10/9 38/35 35/39 8/10 6/6 10/9 8/10 6/6 Prospect Rolland Moore NRRC North NRRC South Centre Perennial AM/PM SHORT RANGE (2018) TOTAL PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Sunshine House Daycare TIS, November 2013 Page 15 68/111 221/104 214/336 30/98 63/190 28/142 101/29 799/849 114/91 160/55 604/1006 286/319 11/10 667/612 57/2 42/63 255/569 30/3 48/72 0/0 13/11 12/69 1/0 3/66 9/45 654/496 115/28 5/30 174/591 97/24 32/28 0/1 23/38 45/95 0/3 8/79 Prospect Rolland Moore NRRC North NRRC South Centre Perennial TABLE 3 Short Range (2018) Background Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Centre (signal) EB LT A A EB T B B EB RT B B EB APPROACH B B WB LT B B WB T A B WB RT B B WB APPROACH B B NB LT D D NB T D C NB RT C C NB APPROACH D D SB LT D D SB T C D SB RT A C SB APPROACH D D OVERALL B B Centre/Perennial-NRRC North (stop sign) EB LT D F EB T/RT C F EB APPROACH D F WB LT D F WB T/RT C D WB APPROACH C E NB LT A A SB LT A A Centre/Rolland Moore-NRRC South (stop sign) EB LT E F EB T/RT C D EB APPROACH D E WB LT E F WB T/RT C E WB APPROACH C F NB LT B A SB LT A A DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 16 TABLE 4 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Centre (signal) EB LT A A EB T B B EB RT B B EB APPROACH B B WB LT B B WB T B B EB RT B B WB APPROACH B B NB LT D D NB T D C NB RT D C NB APPROACH D D SB LT D D SB T C C SB RT A C SB APPROACH D D OVERALL B B Centre/Perennial-NRRC North (stop sign) EB LT E F EB T/RT D F EB APPROACH D F WB LT D F WB T/RT C D WB APPROACH C E NB LT A A SB LT A A Centre/Rolland Moore-NRRC South (stop sign) EB LT F F EB T/RT C D EB APPROACH D E WB LT E F WB T/RT C E WB APPROACH C F NB LT B A SB LT A A DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 17 SHORT RANGE (2018) GEOMETRY Figure 9 DELICH ASSOCIATES Sunshine House Daycare TIS, November 2013 Page 18 Prospect Rolland Moore NRRC North NRRC South Centre - Denotes Lane - Two-way Continuous Left-turn Lane Perennial Pedestrian Level of Service Appendix F shows a map of the area that is within 1320 feet of the Sunshine House Daycare. The Sunshine House Daycare 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 six destination areas within 1320 feet of the proposed Sunshine House Daycare: 1) NRRC Campus; 2) The Grove residential neighborhood; 3) the residential neighborhood to the northwest of the site; 4) the residential neighborhood to the north of the site; 5) Spring Creek Trail; and 6) The Gardens on Spring Creek. In most cases, sidewalks exist within the pedestrian influence area. It is assumed that sidewalks will be completed as properties develop. Appendix F contains a Pedestrian LOS Worksheet. This site will have sidewalk access to the Spring Creek Trail. Level of service B cannot be achieved for the Directness category to the neighborhood to the north of the site (destination #4). There is a body of water between this neighborhood and the Spring Creek Trail. Therefore, this neighborhood accesses the Spring Creek Trail on the far west side of the neighborhood. This causes the Directness ratio to be approximately 1.77. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area (Spring Creek Trail) within 1320 feet of the Sunshine House Daycare. The bicycle level of service is acceptable. The Mason Trail is greater than 1320 feet from the Sunshine House Daycare. The bicycle LOS Worksheet is provided in Appendix F. Transit Level of Service Currently, Transfort serves this area of Fort Collins with Route 7. Route 7 runs from the Mall Transfer Point, along Drake Road, Centre Avenue, through the CSU Campus, and to the CSU Transit Center. There are transit stops very close to this site. DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 19 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Sunshine House Daycare 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 Sunshine House Daycare site is feasible from a traffic engineering standpoint. At full development, the Sunshine House Daycare site will generate approximately 680 daily trip ends, 122 morning peak hour trip ends, and 124 afternoon peak hour trip ends. • Current operation at the key intersections is acceptable. • In the short range (2018) future, given development of the Sunshine House Daycare site and an increase in background traffic, the Prospect/Centre intersection operates acceptably with existing control, geometry, and signal timing in the morning and afternoon peak hours. The Centre/Perennial-NRRC North and Centre/Rolland Moore-NRRC South intersections do not meet acceptable levels of service, since Centre Avenue is classified as a collector street. A variance with regard to the operation at the Centre/Perennial-NRRC North and Centre/Rolland Moore-NRRC South intersections will be submitted with this TIS. • Acceptable level of service is achieved for bicycle and transit modes based upon the measures in the multi-modal transportation guidelines. Acceptable level of service is achieved for pedestrians, except for one category to one destination. DELICH Sunshine House Daycare TIS, November 2013 ASSOCIATES Page 20 APPENDIX A Shields Centre Prospect Rolland Moore Drake NRRC North NRRC South SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Sunshine House Daycare TIS, October 2013 Page 3 SCALE: 1"=60' SITE PLAN Figure 4 DELICH ASSOCIATES Sunshine House Daycare TIS, October 2013 Page 10 Centre Avenue Perennial Lane Perennial Lane Site Access DELICH Sunshine House Daycare TIS, October 2013 ASSOCIATES Page 9 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 565 Daycare 152 Students 4.48 680 0.42 64 0.38 58 0.39 59 0.43 65 Centre Prospect Rolland Moore NRRC North NRRC South 30% 20% 10% 25% 15% NOM SCALE: 1"=600' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Sunshine House Daycare TIS, October 2013 Page 11 Centre Prospect Rolland Moore NRRC North NRRC South Spring Creek Trail Mason Trail SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Sunshine House Daycare TIS, October 2013 The map is of the area that is within 1320 feet of the Sunshine House Daycare. The Sunshine House Daycare 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 six destinationareas within 1320 feet of the proposed Sunshine House Daycare: 1) NRRC Campus; 2) The Grove residential neighborhood; 3) the residential neighborhood to the northwest of the site; 4) the residential neighborhood to the north of the site; 5) Spring Creek Trail; and 6) The Gardens on Spring Creek. Spring Creek Trail Mason Trail Centre Prospect Rolland Moore NRRC North NRRC South SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Sunshine House Daycare TIS, October 2013 APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/18/2013 Observer: City of Fort Collins Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Prospect/Centre S = straight L = left turn Time Northbound: Centre Southbound: Centre Total Eastbound: Prospect Westbound: Prospect 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 14 54 45 113 7 10 4 21 134 31 199 22 252 72 152 56 280 532 666 7:45 16 74 61 151 2 18 9 29 180 33 205 21 259 82 185 42 309 568 748 8:00 13 39 49 101 12 16 8 36 137 12 170 20 202 60 116 27 203 405 542 8:15 6 38 37 81 6 10 8 24 105 20 186 27 233 46 122 27 195 428 533 7:30-8:30 49 205 192 446 27 54 29 110 556 96 760 90 946 260 575 152 987 1933 2489 PHF 0.77 0.69 0.79 0.74 0.56 0.75 0.81 0.76 0.73 0.93 0.83 0.91 0.79 0.78 0.68 0.8 0.83 4:30 18 14 63 95 32 45 21 98 193 10 184 21 215 62 220 16 298 513 706 4:45 13 43 61 117 31 40 17 88 205 10 211 21 242 64 257 12 333 575 780 5:00 35 27 93 155 35 46 30 111 266 4 206 13 223 77 245 7 329 552 818 5:15 21 9 90 120 37 44 25 106 226 4 207 15 226 89 235 17 341 567 793 4:30-5:30 87 93 307 487 135 175 93 403 890 28 808 70 906 292 957 52 1301 2207 3097 PHF 0.62 0.54 0.83 0.79 0.91 0.95 0.78 0.91 0.7 0.96 0.83 0.94 0.82 0.93 0.76 0.95 0.95 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11/6/2013 Observer: Sue Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Centre/Perennial-NRRC North Access S = straight L = left turn Time Northbound: Centre Southbound: Centre Total Eastbound: Perennial Westbound: NRRC North 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 0 194 24 218 3 62 1 66 284 1 0 0 1 0 0 1 1 2 286 7:45 1 211 13 225 12 72 0 84 309 6 0 1 7 2 0 2 4 11 320 8:00 0 117 1 118 13 62 1 76 194 4 0 4 8 0 0 3 3 11 205 8:15 0 113 16 129 1 47 2 50 179 1 0 0 1 1 1 5 7 8 187 7:30-8:30 1 635 54 690 29 243 4 276 966 12 0 5 17 3 1 11 15 32 998 PHF 0.25 0.75 0.56 0.77 0.56 0.84 0.5 0.82 0.5 n/a 0.31 0.53 0.38 0.25 0.55 0.54 0.78 4:30 0 124 1 125 1 104 14 119 244 11 0 1 12 14 0 20 34 46 290 4:45 0 138 0 138 0 119 2 121 259 11 0 0 11 17 0 15 32 43 302 5:00 1 158 1 160 1 187 5 193 353 7 0 0 7 21 0 21 42 49 402 5:15 0 162 0 162 1 131 6 138 300 2 0 1 3 11 0 10 21 24 324 4:30-5:30 1 582 2 585 3 541 27 571 1156 31 0 2 33 63 0 66 129 162 1318 PHF 0.25 0.9 0.5 0.9 0.75 0.72 0.48 0.74 0.7 n/a 0.5 0.69 0.75 n/a 0.79 0.77 0.82 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11/6/2013 Observer: Michael Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Centre/New Rolland Moore-NRRC South Access S = straight L = left turn Time Northbound: Centre Southbound: Centre Total Eastbound: New Rol. M. Westbound: NRRC South Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 1 201 25 227 20 38 0 58 285 10 0 4 14 1 0 3 4 18 303 7:45 1 200 35 236 36 39 4 79 315 10 0 3 13 6 0 10 16 29 344 8:00 0 101 32 133 20 48 0 68 201 6 0 4 10 0 0 16 16 26 227 8:15 1 111 17 129 16 33 1 50 179 4 0 5 9 1 0 14 15 24 203 7:30-8:30 3 613 109 725 92 158 5 255 980 30 0 16 46 8 0 43 51 97 1077 PHF 0.75 0.76 0.78 0.77 0.64 0.82 0.31 0.81 0.75 n/a 0.8 0.82 0.33 n/a 0.67 0.8 0.78 4:30 11 100 7 118 4 111 5 120 238 9 0 7 16 24 0 18 42 58 296 4:45 8 111 9 128 13 115 9 137 265 9 0 4 13 18 1 16 35 48 313 5:00 4 128 8 140 1 183 10 194 334 4 0 9 13 20 1 30 51 64 398 5:15 14 124 3 141 5 144 5 154 295 5 1 10 16 13 1 26 40 56 351 4:30-5:30 37 463 27 527 23 553 29 605 1132 27 1 30 58 75 3 90 168 226 1358 PHF 0.66 0.9 0.75 0.93 0.44 0.76 0.73 0.78 0.75 0.25 0.75 0.91 0.78 0.75 0.75 0.82 0.85 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 3: Centre & Prospect HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 96 760 90 260 575 152 49 205 192 27 54 29 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 0.98 1.00 0.97 0.93 0.75 0.97 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 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3 186.3 193.7 186.3 Lanes 120120111111 Cap, veh/h 527 1957 217 482 1800 452 286 367 235 153 382 312 Arrive On Green 0.05 0.59 0.58 0.09 0.63 0.62 0.20 0.20 0.20 0.20 0.20 0.00 Sat Flow, veh/h 1774 3290 364 1774 2858 718 1244 1863 1192 1008 1937 1583 Grp Volume(v), veh/h 113 506 487 292 411 380 58 241 91 32 64 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1792 1774 1863 1713 1244 1863 1192 1008 1937 1583 Q Serve(g_s), s 2.3 14.5 14.6 4.9 10.1 10.2 3.9 11.5 6.4 2.9 2.6 0.0 Cycle Q Clear(g_c), s 2.3 14.5 14.6 4.9 10.1 10.2 6.5 11.5 6.4 14.4 2.6 0.0 Prop In Lane 1.00 0.20 1.00 0.42 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 527 1108 1066 482 1173 1079 286 367 235 153 382 312 V/C Ratio(X) 0.21 0.46 0.46 0.61 0.35 0.35 0.20 0.66 0.39 0.21 0.17 0.00 Avail Cap(c_a), veh/h 579 1108 1066 602 1173 1079 429 582 372 269 605 494 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 6.6 10.8 10.9 8.2 8.5 8.6 34.7 35.6 33.5 42.2 32.0 0.0 Incr Delay (d2), s/veh 0.2 1.4 1.4 1.2 0.8 0.9 0.3 2.0 1.0 0.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.8 6.2 6.0 1.9 4.2 3.9 1.2 5.5 1.9 0.8 1.3 0.0 Lane Grp Delay (d), s/veh 6.8 12.2 12.3 9.4 9.3 9.5 35.1 37.6 34.6 42.9 32.2 0.0 Lane Grp LOS ABBAAADDCDC Approach Vol, veh/h 1106 1083 390 96 Approach Delay, s/veh 11.7 9.4 36.5 35.8 Approach LOS B A D D Timer Assigned Phs 7 4 3 8 2 6 Phs Duration (G+Y+Rc), s 8.1 61.7 11.5 65.0 22.9 22.9 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.0 5.0 Max Green Setting (Gmax), s 7.0 52.5 14.0 59.5 29.0 29.0 Max Q Clear Time (g_c+I1), s 4.3 16.6 6.9 12.2 13.5 16.4 Green Ext Time (p_c), s 0.1 7.8 0.5 7.9 1.5 1.4 Intersection Summary HCM 2010 Ctrl Delay 15.2 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Recent AM 3: Centre & Prospect HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Phase Number 234678 Movement NBTL WBL EBTL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 34 18 58 34 11 65 Maximum Split (%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split (s) 23 11 23.5 23 11 24.5 Yellow Time (s) 334334 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 7 4 10 7 4 10 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 79 3 21 79 3 14 End Time (s) 3 21 79 3 14 79 Yield/Force Off (s) 108 17 73.5 108 10 73.5 Yield/Force Off 170(s) 97 17 62.5 97 10 61.5 Local Start Time (s) 0 34 52 0 34 45 Local Yield (s) 29 48 104.5 29 41 104.5 Local Yield 170(s) 18 48 93.5 18 41 92.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 79 (72%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 3: Centre & Prospect HCM 2010 Signalized Intersection Summary Recent PM 3: Centre & Prospect HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 28 808 70 292 957 52 87 93 307 135 175 93 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 0.98 1.00 0.97 0.94 0.85 0.93 0.76 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 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3 186.3 193.7 186.3 Lanes 120120111111 Cap, veh/h 392 1980 163 501 2250 118 214 393 284 262 409 254 Arrive On Green 0.03 0.58 0.57 0.09 0.64 0.63 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1774 3391 279 1774 3503 184 1107 1863 1345 1139 1937 1202 Grp Volume(v), veh/h 29 467 454 307 536 524 92 98 61 142 184 19 Grp Sat Flow(s),veh/h/ln 1774 1863 1807 1774 1863 1824 1107 1863 1345 1139 1937 1202 Q Serve(g_s), s 0.6 14.0 14.0 5.2 14.5 14.5 7.9 4.4 3.8 11.9 8.3 1.3 Cycle Q Clear(g_c), s 0.6 14.0 14.0 5.2 14.5 14.5 16.3 4.4 3.8 16.3 8.3 1.3 Prop In Lane 1.00 0.15 1.00 0.10 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 392 1087 1055 501 1196 1172 214 393 284 262 409 254 V/C Ratio(X) 0.07 0.43 0.43 0.61 0.45 0.45 0.43 0.25 0.21 0.54 0.45 0.07 Avail Cap(c_a), veh/h 477 1087 1055 782 1196 1172 377 668 482 430 694 431 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 7.9 11.6 11.7 8.6 9.0 9.0 41.6 33.0 32.7 39.8 34.5 31.7 Incr Delay (d2), s/veh 0.1 1.2 1.3 1.2 1.2 1.2 1.4 0.3 0.4 1.7 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.3 6.1 5.9 2.4 5.9 5.8 2.3 2.1 0.0 3.6 4.2 0.4 Lane Grp Delay (d), s/veh 8.0 12.9 12.9 9.8 10.2 10.3 43.0 33.3 33.1 41.5 35.3 31.9 Lane Grp LOS ABBABBDCCDDC Approach Vol, veh/h 950 1367 251 345 Approach Delay, s/veh 12.7 10.2 36.8 37.7 Approach LOS B B D D Timer Assigned Phs 7 4 3 8 2 6 Phs Duration (G+Y+Rc), s 6.2 63.1 12.1 69.0 25.2 25.2 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.0 5.0 Max Green Setting (Gmax), s 7.0 46.5 24.0 63.5 35.0 35.0 Max Q Clear Time (g_c+I1), s 2.6 16.0 7.2 16.5 18.3 18.3 Green Ext Time (p_c), s 0.0 8.7 0.9 9.3 1.9 1.9 Intersection Summary HCM 2010 Ctrl Delay 16.6 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Recent PM 3: Centre & Prospect HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Phase Number 234678 Movement NBTL WBL EBTL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 40 28 52 40 11 69 Maximum Split (%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split (s) 23 11 23.5 23 11 24.5 Yellow Time (s) 334334 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 7 4 10 7 4 10 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 16 56 84 16 56 67 End Time (s) 56 84 16 56 67 16 Yield/Force Off (s) 51 80 10.5 51 63 10.5 Yield/Force Off 170(s) 40 80 119.5 40 63 118.5 Local Start Time (s) 0 40 68 0 40 51 Local Yield (s) 35 64 114.5 35 47 114.5 Local Yield 170(s) 24 64 103.5 24 47 102.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 16 (13%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 3: Centre & Prospect HCM 2010 TWSC Recent AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Intersection Intersection Delay, s/veh 0.9 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 12 0531111 6355429 2434 Conflicting Peds, #/hr 800000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 14 0641131 7476434 2865 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1152 1177 296 1148 1148 779 299 0 0 811 0 0 Stage 1 364 364 - 781 781 ------- Stage 2 788 813 - 367 367 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 175 191 743 176 199 396 1262 - - 815 - - Stage 1 655 624 - 388 405 ------- Stage 2 384 392 - 653 622 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 162 182 739 169 189 396 1262 - - 815 - - Mov Capacity-2 Maneuver 162 182 - 169 189 ------- Stage 1 651 595 - 388 405 ------- Stage 2 370 392 - 621 593 ------- Approach SE NW NE SW HCM Control Delay, s 23 17.7 0 1 HCM LOS C C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1262 - - 169 333 162 286 815 - - HCM Lane V/C Ratio 0.001 - - 0.014 0.046 0.058 0.037 0.042 - - HCM Control Delay (s) 7.855 - - 26.6 16.3 28.6 18.1 9.61 - - HCM Lane LOS A DCDCA HCM 95th %tile Q(veh) 0.003 - - 0.042 0.144 0.183 0.115 0.131 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Recent AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.861 0.988 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1497 0 2006 1840 0 2006 1857 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1497 0 2006 1840 0 2006 1857 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Intersection Intersection Delay, s/veh 4.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 31 0 2 63 0 66 1 582 2 3 541 27 Conflicting Peds, #/hr 001100000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 92 Heavy Vehicles, % 222222222222 Mvmt Flow 36 0 2 74 0 78 1 685 2 4 636 29 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1387 1349 652 1349 1363 687 667 0 0 688 0 0 Stage 1 659 659 - 689 689 ------- Stage 2 728 690 - 660 674 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 120 151 468 128 148 447 923 - - 906 - - Stage 1 453 461 - 436 446 ------- Stage 2 415 446 - 452 454 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 99 150 468 127 147 447 923 - - 906 - - Mov Capacity-2 Maneuver 99 150 - 127 147 ------- Stage 1 452 459 - 435 445 ------- Stage 2 343 445 - 448 452 ------- Approach SE NW NE SW HCM Control Delay, s 48.4 33.4 0 0 HCM LOS E D Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 923 - - 127 278 99 114 906 - - HCM Lane V/C Ratio 0.001 - - 0.389 0.368 0.246 0.127 0.004 - - HCM Control Delay (s) 8.905 - - 50.3 25.3 52.8 41.1 8.989 - - HCM Lane LOS A F D F E A HCM 95th %tile Q(veh) 0.004 - - 1.635 1.628 0.892 0.423 0.012 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Recent PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1850 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Intersection Intersection Delay, s/veh 3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 30 0 16 8 0 43 3 613 109 92 158 5 Conflicting Peds, #/hr 402000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 35 0 19 9 0 51 4 721 128 108 186 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1227 1265 193 1211 1204 785 196 0 0 849 0 0 Stage 1 409 409 - 792 792 ------- Stage 2 818 856 - 419 412 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 155 169 849 159 184 393 1377 - - 789 - - Stage 1 619 596 - 382 401 ------- Stage 2 370 374 - 612 594 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 120 145 847 139 158 393 1377 - - 789 - - Mov Capacity-2 Maneuver 120 145 - 139 158 ------- Stage 1 615 513 - 381 400 ------- Stage 2 321 373 - 516 511 ------- Approach SE NW NE SW HCM Control Delay, s 30.3 18.5 0 3.7 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1377 - - 139 355 120 254 789 - - HCM Lane V/C Ratio 0.003 - - 0.045 0.151 0.196 0.12 0.137 - - HCM Control Delay (s) 7.621 - - 32.1 16.9 42.2 21.1 10.287 - - HCM Lane LOS A D C E C B HCM 95th %tile Q(veh) 0.008 - - 0.141 0.528 0.692 0.405 0.474 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Recent AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 75 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.977 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1820 0 2006 1853 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1820 0 2006 1853 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Intersection Intersection Delay, s/veh 7.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 27 1 30 75 3 90 37 463 27 23 553 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 0 - - 0 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 32 1 35 88 4 106 44 545 32 27 651 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1424 1386 668 1388 1387 561 685 0 0 576 0 0 Stage 1 722 722 - 648 648 ------- Stage 2 702 664 - 740 739 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 113 143 458 120 143 527 908 - - 997 - - Stage 1 418 431 - 459 466 ------- Stage 2 429 458 - 409 424 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 83 132 458 104 132 527 908 - - 997 - - Mov Capacity-2 Maneuver 83 132 - 104 132 ------- Stage 1 398 419 - 437 443 ------- Stage 2 324 436 - 366 413 ------- Approach SE NW NE SW HCM Control Delay, s 37.2 45 0.6 0.3 HCM LOS E E Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 908 - - 104 272 83 220 997 - - HCM Lane V/C Ratio 0.048 - - 0.566 0.51 0.255 0.214 0.027 - - HCM Control Delay (s) 9.164 - - 77.4 31.3 62.6 25.8 8.712 - - HCM Lane LOS A F D F D A HCM 95th %tile Q(veh) 0.151 - - 2.657 2.692 0.918 0.788 0.084 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Recent PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 30 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.854 0.855 0.992 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1485 0 1652 1486 0 2006 1848 0 2006 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1485 0 1652 1486 0 2006 1848 0 2006 1850 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other 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 Short Bkgrd AM 3: Centre & Prospect HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 101 799 95 273 604 160 51 215 202 28 57 30 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 0.98 1.00 0.97 0.94 0.76 0.97 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 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3 186.3 193.7 186.3 Lanes 120120111111 Cap, veh/h 506 1928 215 463 1778 449 291 378 244 151 394 322 Arrive On Green 0.06 0.59 0.58 0.09 0.62 0.61 0.20 0.20 0.20 0.20 0.20 0.00 Sat Flow, veh/h 1774 3287 367 1774 2854 721 1244 1863 1202 989 1937 1583 Grp Volume(v), veh/h 119 533 512 307 433 399 60 253 103 33 67 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1791 1774 1863 1713 1244 1863 1202 989 1937 1583 Q Serve(g_s), s 2.5 16.1 16.1 5.4 11.1 11.2 4.1 12.2 7.3 3.1 2.8 0.0 Cycle Q Clear(g_c), s 2.5 16.1 16.1 5.4 11.1 11.2 6.8 12.2 7.3 15.3 2.8 0.0 Prop In Lane 1.00 0.20 1.00 0.42 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 506 1092 1050 463 1161 1067 291 378 244 151 394 322 V/C Ratio(X) 0.24 0.49 0.49 0.66 0.37 0.37 0.21 0.67 0.42 0.22 0.17 0.00 Avail Cap(c_a), veh/h 553 1092 1050 574 1161 1067 423 575 371 256 598 489 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 7.0 11.6 11.7 9.8 9.0 9.1 34.8 35.7 33.7 42.7 31.9 0.0 Incr Delay (d2), s/veh 0.2 1.6 1.6 2.0 0.9 1.0 0.3 2.0 1.2 0.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.9 7.0 6.8 2.8 4.6 4.3 1.3 5.8 2.2 0.8 1.4 0.0 Lane Grp Delay (d), s/veh 7.3 13.2 13.3 11.8 9.9 10.1 35.1 37.7 34.9 43.4 32.1 0.0 Lane Grp LOS ABBBABDDCDC Approach Vol, veh/h 1164 1139 416 100 Approach Delay, s/veh 12.6 10.5 36.6 35.9 Approach LOS B B D D Timer Assigned Phs 7 4 3 8 2 6 Phs Duration (G+Y+Rc), s 8.4 61.4 11.9 65.0 23.7 23.7 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.0 5.0 Max Green Setting (Gmax), s 7.0 52.5 14.0 59.5 29.0 29.0 Max Q Clear Time (g_c+I1), s 4.5 18.1 7.4 13.2 14.2 17.3 Green Ext Time (p_c), s 0.1 8.4 0.6 8.6 1.6 1.5 Intersection Summary HCM 2010 Ctrl Delay 16.1 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Short Bkgrd AM 3: Centre & Prospect HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Phase Number 234678 Movement NBTL WBL EBTL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 34 18 58 34 11 65 Maximum Split (%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split (s) 23 11 23.5 23 11 24.5 Yellow Time (s) 334334 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 7 4 10 7 4 10 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 79 3 21 79 3 14 End Time (s) 3 21 79 3 14 79 Yield/Force Off (s) 108 17 73.5 108 10 73.5 Yield/Force Off 170(s) 97 17 62.5 97 10 61.5 Local Start Time (s) 0 34 52 0 34 45 Local Yield (s) 29 48 104.5 29 41 104.5 Local Yield 170(s) 18 48 93.5 18 41 92.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 79 (72%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 3: Centre & Prospect HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Centre & Prospect HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 29 849 74 307 1006 55 91 98 323 142 184 98 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 0.98 1.00 0.97 0.95 0.85 0.94 0.77 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 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3 186.3 193.7 186.3 Lanes 120120111111 Cap, veh/h 368 1941 161 481 2222 117 217 409 297 268 425 267 Arrive On Green 0.03 0.57 0.56 0.09 0.63 0.62 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1774 3389 281 1774 3502 185 1099 1863 1353 1134 1937 1214 Grp Volume(v), veh/h 31 491 477 323 563 552 96 103 65 149 194 20 Grp Sat Flow(s),veh/h/ln 1774 1863 1807 1774 1863 1824 1099 1863 1353 1134 1937 1214 Q Serve(g_s), s 0.7 15.6 15.6 5.7 16.1 16.1 8.4 4.6 4.0 12.7 8.8 1.3 Cycle Q Clear(g_c), s 0.7 15.6 15.6 5.7 16.1 16.1 17.3 4.6 4.0 17.4 8.8 1.3 Prop In Lane 1.00 0.16 1.00 0.10 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 368 1067 1035 481 1182 1157 217 409 297 268 425 267 V/C Ratio(X) 0.08 0.46 0.46 0.67 0.48 0.48 0.44 0.25 0.22 0.56 0.46 0.08 Avail Cap(c_a), veh/h 450 1067 1035 749 1182 1157 365 660 479 421 686 430 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 8.6 12.6 12.7 10.3 9.7 9.8 41.9 32.8 32.5 39.9 34.4 31.5 Incr Delay (d2), s/veh 0.1 1.4 1.5 1.6 1.4 1.4 1.4 0.3 0.4 1.8 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.3 6.8 6.7 3.3 6.9 6.8 2.4 2.2 0.0 3.8 4.5 0.4 Lane Grp Delay (d), s/veh 8.7 14.0 14.1 11.9 11.1 11.2 43.3 33.1 32.9 41.7 35.2 31.6 Lane Grp LOS ABBBBBDCCDDC Approach Vol, veh/h 999 1438 264 363 Approach Delay, s/veh 13.9 11.3 36.8 37.7 Approach LOS B B D D Timer Assigned Phs 7 4 3 8 2 6 Phs Duration (G+Y+Rc), s 6.3 62.7 12.6 69.0 26.3 26.3 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.0 5.0 Max Green Setting (Gmax), s 7.0 46.5 24.0 63.5 35.0 35.0 Max Q Clear Time (g_c+I1), s 2.7 17.6 7.7 18.1 19.3 19.4 Green Ext Time (p_c), s 0.0 9.3 1.0 10.1 2.0 2.0 Intersection Summary HCM 2010 Ctrl Delay 17.5 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Short Bkgrd PM 3: Centre & Prospect HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Phase Number 234678 Movement NBTL WBL EBTL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 40 28 52 40 11 69 Maximum Split (%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split (s) 23 11 23.5 23 11 24.5 Yellow Time (s) 334334 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 7 4 10 7 4 10 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 16 56 84 16 56 67 End Time (s) 56 84 16 56 67 16 Yield/Force Off (s) 51 80 10.5 51 63 10.5 Yield/Force Off 170(s) 40 80 119.5 40 63 118.5 Local Start Time (s) 0 40 68 0 40 51 Local Yield (s) 35 64 114.5 35 47 114.5 Local Yield 170(s) 24 64 103.5 24 47 102.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 16 (13%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 3: Centre & Prospect HCM 2010 TWSC Short Bkgrd AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Intersection Intersection Delay, s/veh 1 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 13 0531121 6675730 2554 Conflicting Peds, #/hr 800000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 15 0641141 7856735 3005 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1209 1235 310 1205 1204 818 313 0 0 852 0 0 Stage 1 381 381 - 821 821 ------- Stage 2 828 854 - 384 383 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 160 176 730 161 184 376 1247 - - 787 - - Stage 1 641 613 - 369 389 ------- Stage 2 365 375 - 639 612 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 147 167 726 154 175 376 1247 - - 787 - - Mov Capacity-2 Maneuver 147 167 - 154 175 ------- Stage 1 637 582 - 369 389 ------- Stage 2 350 375 - 606 582 ------- Approach SE NW NE SW HCM Control Delay, s 25.2 18.5 0 1 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1247 - - 154 317 147 257 787 - - HCM Lane V/C Ratio 0.001 - - 0.015 0.052 0.069 0.043 0.045 - - HCM Control Delay (s) 7.89 - - 28.7 17 31.3 19.6 9.789 - - HCM Lane LOS A DCDCA HCM 95th %tile Q(veh) 0.003 - - 0.046 0.164 0.221 0.133 0.141 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Bkgrd AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.860 0.988 0.998 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1495 0 2006 1840 0 2006 1859 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1495 0 2006 1840 0 2006 1859 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Intersection Intersection Delay, s/veh 5.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 33 0 1 66 0 69 1 612 2 3 569 28 Conflicting Peds, #/hr 001100000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 92 Heavy Vehicles, % 222222222222 Mvmt Flow 39 0 1 78 0 81 1 720 2 4 669 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1458 1419 686 1418 1433 722 701 0 0 723 0 0 Stage 1 693 693 - 725 725 ------- Stage 2 765 726 - 693 708 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 107 137 447 114 134 427 896 - - 879 - - Stage 1 434 445 - 416 430 ------- Stage 2 396 430 - 434 438 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 86 136 447 113 133 427 896 - - 879 - - Mov Capacity-2 Maneuver 86 136 - 113 133 ------- Stage 1 433 443 - 415 429 ------- Stage 2 320 429 - 431 436 ------- Approach SE NW NE SW HCM Control Delay, s 59.4 39.5 0 0 HCM LOS F E Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 896 - - 113 255 86 92 879 - - HCM Lane V/C Ratio 0.001 - - 0.458 0.42 0.301 0.153 0.004 - - HCM Control Delay (s) 9.023 - - 61.3 29 64 51.1 9.112 - - HCM Lane LOS A F D F F A HCM 95th %tile Q(veh) 0.004 - - 2.009 1.963 1.124 0.516 0.012 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Bkgrd PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1852 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1852 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Intersection Intersection Delay, s/veh 3.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 32 0 17 8 0 45 3 644 115 97 166 5 Conflicting Peds, #/hr 402000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 38 0 20 9 0 53 4 758 135 114 195 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1289 1330 202 1272 1265 825 205 0 0 893 0 0 Stage 1 430 430 - 832 832 ------- Stage 2 859 900 - 440 433 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 141 155 839 144 169 372 1366 - - 759 - - Stage 1 603 583 - 363 384 ------- Stage 2 351 357 - 596 582 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 106 131 837 124 143 372 1366 - - 759 - - Mov Capacity-2 Maneuver 106 131 - 124 143 ------- Stage 1 600 494 - 362 383 ------- Stage 2 300 356 - 494 493 ------- Approach SE NW NE SW HCM Control Delay, s 34.6 19.7 0 3.8 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1366 - - 124 335 106 229 759 - - HCM Lane V/C Ratio 0.003 - - 0.051 0.167 0.237 0.142 0.15 - - HCM Control Delay (s) 7.642 - - 35.6 17.9 49.2 23.3 10.581 - - HCM Lane LOS A E C E C B HCM 95th %tile Q(veh) 0.008 - - 0.158 0.593 0.858 0.487 0.527 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Bkgrd AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 75 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.977 0.996 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1820 0 2006 1855 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1820 0 2006 1855 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Intersection Intersection Delay, s/veh 9.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 28 1 32 79 3 95 39 487 28 24 581 30 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 0 - - 0 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 33 1 38 93 4 112 46 573 33 28 684 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1497 1456 701 1458 1456 589 719 0 0 606 0 0 Stage 1 758 758 - 681 681 ------- Stage 2 739 698 - 777 775 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 101 130 439 107 130 508 882 - - 972 - - Stage 1 399 415 - 440 450 ------- Stage 2 409 442 - 390 408 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 72 120 439 # 91 120 508 882 - - 972 - - Mov Capacity-2 Maneuver 72 120 - # 91 120 ------- Stage 1 378 403 - 417 427 ------- Stage 2 300 419 - 345 396 ------- Approach SE NW NE SW HCM Control Delay, s 43.1 58 0.7 0.3 HCM LOS E F Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 882 - - 91 248 72 201 972 - - HCM Lane V/C Ratio 0.052 - - 0.681 0.59 0.305 0.248 0.029 - - HCM Control Delay (s) 9.305 - - 104.2 38.4 75.6 28.7 8.814 - - HCM Lane LOS A F E F D A HCM 95th %tile Q(veh) 0.164 - - 3.336 3.403 1.117 0.941 0.09 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Bkgrd PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 30 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.854 0.855 0.992 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1485 0 1652 1486 0 2006 1848 0 2006 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1485 0 1652 1486 0 2006 1848 0 2006 1850 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other APPENDIX E HCM 2010 Signalized Intersection Summary Short Total AM 3: Centre & Prospect HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 101 799 114 286 604 160 68 221 214 28 63 30 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 0.98 1.00 0.97 0.94 0.76 0.97 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 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3 186.3 193.7 186.3 Lanes 120120111111 Cap, veh/h 502 1863 248 456 1769 444 292 387 251 151 403 329 Arrive On Green 0.06 0.58 0.57 0.10 0.62 0.61 0.21 0.21 0.21 0.21 0.21 0.00 Sat Flow, veh/h 1774 3215 427 1774 2858 718 1239 1863 1209 973 1937 1583 Grp Volume(v), veh/h 119 545 520 321 433 398 80 260 115 33 74 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1780 1774 1863 1713 1239 1863 1209 973 1937 1583 Q Serve(g_s), s 2.6 17.0 17.1 5.7 11.3 11.4 5.6 12.6 8.1 3.2 3.1 0.0 Cycle Q Clear(g_c), s 2.6 17.0 17.1 5.7 11.3 11.4 8.6 12.6 8.1 15.7 3.1 0.0 Prop In Lane 1.00 0.24 1.00 0.42 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 502 1079 1031 456 1153 1060 292 387 251 151 403 329 V/C Ratio(X) 0.24 0.50 0.50 0.70 0.38 0.38 0.27 0.67 0.46 0.22 0.18 0.00 Avail Cap(c_a), veh/h 549 1079 1031 559 1153 1060 415 572 371 247 594 486 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 7.3 12.2 12.3 11.1 9.2 9.4 35.4 35.7 33.9 42.9 31.9 0.0 Incr Delay (d2), s/veh 0.2 1.7 1.8 3.0 0.9 1.0 0.5 2.0 1.3 0.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 1.0 7.5 7.2 3.5 4.7 4.4 1.7 6.0 2.5 0.8 1.5 0.0 Lane Grp Delay (d), s/veh 7.6 13.9 14.1 14.1 10.2 10.4 35.9 37.7 35.2 43.6 32.1 0.0 Lane Grp LOS ABBBBBDDDDC Approach Vol, veh/h 1184 1152 455 107 Approach Delay, s/veh 13.3 11.4 36.7 35.7 Approach LOS B B D D Timer Assigned Phs 7 4 3 8 2 6 Phs Duration (G+Y+Rc), s 8.4 61.1 12.3 65.0 24.3 24.3 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.0 5.0 Max Green Setting (Gmax), s 7.0 52.5 14.0 59.5 29.0 29.0 Max Q Clear Time (g_c+I1), s 4.6 19.1 7.7 13.4 14.6 17.7 Green Ext Time (p_c), s 0.1 8.5 0.6 8.8 1.8 1.6 Intersection Summary HCM 2010 Ctrl Delay 17.1 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Short Total AM 3: Centre & Prospect HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Phase Number 234678 Movement NBTL WBL EBTL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 34 18 58 34 11 65 Maximum Split (%) 30.9% 16.4% 52.7% 30.9% 10.0% 59.1% Minimum Split (s) 23 11 23.5 23 11 24.5 Yellow Time (s) 334334 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 7 4 10 7 4 10 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 79 3 21 79 3 14 End Time (s) 3 21 79 3 14 79 Yield/Force Off (s) 108 17 73.5 108 10 73.5 Yield/Force Off 170(s) 97 17 62.5 97 10 61.5 Local Start Time (s) 0 34 52 0 34 45 Local Yield (s) 29 48 104.5 29 41 104.5 Local Yield 170(s) 18 48 93.5 18 41 92.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 79 (72%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 3: Centre & Prospect HCM 2010 Signalized Intersection Summary Short Total PM 3: Centre & Prospect HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 29 849 91 319 1006 55 111 104 336 142 190 98 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 0.98 1.00 0.97 0.95 0.86 0.94 0.78 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 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3 186.3 193.7 186.3 Lanes 120120111111 Cap, veh/h 355 1835 187 466 2170 115 233 442 325 283 460 294 Arrive On Green 0.03 0.55 0.54 0.10 0.62 0.61 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1774 3320 338 1774 3502 185 1097 1863 1368 1128 1937 1238 Grp Volume(v), veh/h 31 502 483 336 563 552 117 109 71 149 200 21 Grp Sat Flow(s),veh/h/ln 1774 1863 1796 1774 1863 1824 1097 1863 1368 1128 1937 1238 Q Serve(g_s), s 0.8 17.1 17.2 6.4 17.1 17.2 10.6 4.9 4.3 12.8 9.1 1.4 Cycle Q Clear(g_c), s 0.8 17.1 17.2 6.4 17.1 17.2 19.7 4.9 4.3 17.8 9.1 1.4 Prop In Lane 1.00 0.19 1.00 0.10 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 355 1030 993 466 1155 1130 233 442 325 283 460 294 V/C Ratio(X) 0.09 0.49 0.49 0.72 0.49 0.49 0.50 0.25 0.22 0.53 0.44 0.07 Avail Cap(c_a), veh/h 434 1030 993 716 1155 1130 352 644 473 406 670 428 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 9.6 14.2 14.3 12.4 10.8 10.8 42.1 32.1 31.9 39.3 33.8 30.8 Incr Delay (d2), s/veh 0.1 1.6 1.7 2.1 1.5 1.5 1.7 0.3 0.3 1.5 0.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.3 7.7 7.5 4.3 7.4 7.2 3.0 2.3 1.5 3.8 4.6 0.4 Lane Grp Delay (d), s/veh 9.8 15.9 16.0 14.6 12.3 12.3 43.8 32.4 32.3 40.9 34.4 30.9 Lane Grp LOS ABBBBBDCCDCC Approach Vol, veh/h 1016 1451 297 370 Approach Delay, s/veh 15.8 12.8 36.9 36.8 Approach LOS B B D D Timer Assigned Phs 7 4 3 8 2 6 Phs Duration (G+Y+Rc), s 6.4 62.0 13.3 69.0 28.7 28.7 Change Period (Y+Rc), s 4.0 5.5 4.0 5.5 5.0 5.0 Max Green Setting (Gmax), s 7.0 46.5 24.0 63.5 35.0 35.0 Max Q Clear Time (g_c+I1), s 2.8 19.2 8.4 19.2 21.7 19.8 Green Ext Time (p_c), s 0.0 9.3 1.0 10.2 2.0 2.1 Intersection Summary HCM 2010 Ctrl Delay 18.9 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Short Total PM 3: Centre & Prospect HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Phase Number 234678 Movement NBTL WBL EBTL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 40 28 52 40 11 69 Maximum Split (%) 33.3% 23.3% 43.3% 33.3% 9.2% 57.5% Minimum Split (s) 23 11 23.5 23 11 24.5 Yellow Time (s) 334334 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 7 4 10 7 4 10 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 12 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 16 56 84 16 56 67 End Time (s) 56 84 16 56 67 16 Yield/Force Off (s) 51 80 10.5 51 63 10.5 Yield/Force Off 170(s) 40 80 119.5 40 63 118.5 Local Start Time (s) 0 40 68 0 40 51 Local Yield (s) 35 64 114.5 35 47 114.5 Local Yield 170(s) 24 64 103.5 24 47 102.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 16 (13%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 3: Centre & Prospect HCM 2010 TWSC Short Total AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Intersection Intersection Delay, s/veh 2.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 48 0 13 3 1 12 11 667 57 30 255 42 Conflicting Peds, #/hr 800000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 56 0 15 4 1 14 13 785 67 35 300 49 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1255 1281 333 1255 1272 818 357 0 0 852 0 0 Stage 1 403 403 - 844 844 ------- Stage 2 852 878 - 411 428 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 148 166 709 148 168 376 1202 - - 787 - - Stage 1 624 600 - 358 379 ------- Stage 2 354 366 - 618 585 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 135 156 705 139 158 376 1202 - - 787 - - Mov Capacity-2 Maneuver 135 156 - 139 158 ------- Stage 1 614 570 - 354 375 ------- Stage 2 336 362 - 578 556 ------- Approach SE NW NE SW HCM Control Delay, s 33.9 19.1 0.1 0.9 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1202 - - 139 308 135 212 787 - - HCM Lane V/C Ratio 0.011 - - 0.017 0.053 0.279 0.161 0.045 - - HCM Control Delay (s) 8.028 - - 31.3 17.3 41.7 25.2 9.789 - - HCM Lane LOS A D C E D A HCM 95th %tile Q(veh) 0.033 - - 0.052 0.169 1.067 0.561 0.141 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Total AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.860 0.988 0.979 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1495 0 2006 1840 0 2006 1824 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1495 0 2006 1840 0 2006 1824 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Intersection Intersection Delay, s/veh 9.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 72 0 11 66 0 69 10 612 2 3 569 63 Conflicting Peds, #/hr 001100000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 92 Heavy Vehicles, % 222222222222 Mvmt Flow 85 0 13 78 0 81 12 720 2 4 669 68 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1498 1459 705 1464 1492 722 739 0 0 723 0 0 Stage 1 712 712 - 746 746 ------- Stage 2 786 747 - 718 746 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 101 129 436 106 123 427 867 - - 879 - - Stage 1 423 436 - 405 421 ------- Stage 2 385 420 - 420 421 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver # 81 126 436 101 121 427 867 - - 879 - - Mov Capacity-2 Maneuver # 81 126 - 101 121 ------- Stage 1 417 434 - 399 415 ------- Stage 2 307 414 - 406 419 ------- Approach SE NW NE SW HCM Control Delay, s 92 45.1 0.1 0 HCM LOS F E Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 867 - - 101 240 81 109 879 - - HCM Lane V/C Ratio 0.014 - - 0.513 0.446 0.697 0.378 0.004 - - HCM Control Delay (s) 9.209 - - 73.3 31.5 117.6 56.8 9.112 - - HCM Lane LOS A F D F F A HCM 95th %tile Q(veh) 0.041 - - 2.297 2.14 3.317 1.541 0.012 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Total PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.986 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1837 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1837 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Intersection Intersection Delay, s/veh 3.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 32 0 23 8 0 45 9 654 115 97 174 5 Conflicting Peds, #/hr 402000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 38 0 27 9 0 53 11 769 135 114 205 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1325 1366 212 1311 1301 837 215 0 0 905 0 0 Stage 1 440 440 - 858 858 ------- Stage 2 885 926 - 453 443 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 133 147 828 136 161 367 1355 - - 752 - - Stage 1 596 578 - 352 374 ------- Stage 2 340 347 - 586 576 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 100 123 826 116 135 367 1355 - - 752 - - Mov Capacity-2 Maneuver 100 123 - 116 135 ------- Stage 1 590 489 - 349 371 ------- Stage 2 289 344 - 481 487 ------- Approach SE NW NE SW HCM Control Delay, s 34 20.3 0.1 3.7 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1355 - - 116 327 100 250 752 - - HCM Lane V/C Ratio 0.008 - - 0.054 0.171 0.251 0.158 0.152 - - HCM Control Delay (s) 7.678 - - 37.8 18.3 52.7 22.1 10.642 - - HCM Lane LOS A E C F C B HCM 95th %tile Q(veh) 0.024 - - 0.169 0.61 0.916 0.553 0.533 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Total AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 75 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.978 0.996 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1822 0 2006 1855 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1822 0 2006 1855 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Intersection Intersection Delay, s/veh 10.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 28 1 38 79 3 95 45 496 28 24 591 30 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 0 - - 0 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 33 1 45 93 4 112 53 584 33 28 695 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1533 1491 713 1498 1493 600 731 0 0 616 0 0 Stage 1 769 769 - 706 706 ------- Stage 2 764 722 - 792 787 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 95 124 432 101 123 501 873 - - 964 - - Stage 1 394 411 - 427 439 ------- Stage 2 396 431 - 382 403 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 67 113 432 # 84 112 501 873 - - 964 - - Mov Capacity-2 Maneuver 67 113 - # 84 112 ------- Stage 1 370 399 - 401 412 ------- Stage 2 287 405 - 332 391 ------- Approach SE NW NE SW HCM Control Delay, s 44.2 66.2 0.7 0.3 HCM LOS E F Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 873 - - 84 235 67 205 964 - - HCM Lane V/C Ratio 0.061 - - 0.738 0.622 0.328 0.277 0.029 - - HCM Control Delay (s) 9.39 - - 121.9 42.6 83 29.2 8.847 - - HCM Lane LOS A F E F D A HCM 95th %tile Q(veh) 0.193 - - 3.636 3.707 1.205 1.088 0.09 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Total PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 30 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.853 0.855 0.992 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1483 0 1652 1486 0 2006 1848 0 2006 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1483 0 1652 1486 0 2006 1848 0 2006 1850 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other APPENDIX F Centre Prospect Rolland Moore NRRC North NRRC South Spring Creek Trail Mason Trail SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Sunshine House Daycare TIS, October 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 A A B A NRRC Campus Commercial Proposed A A A B A Minimum C C C C C 2 Actual A A A B A The Grove Residential Proposed A A A B A Minimum C C C C C 3 Actual B B A B B Neighborhood to the northwest Residential Proposed B B A B B Minimum C C C C C 4 Actual D C A C B Neighborhood to the north Residential Proposed D C A C B Minimum C C C C C 5 Actual A A A A A The Gardens at Spring Creek Commercial Proposed A A A A A Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Spring Creek Trail Mason Trail Centre Prospect Rolland Moore NRRC North NRRC South SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Sunshine House Daycare TIS, October 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 Spring Creek Trail Recreation C A A 2 3 4