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Home My WebLink AboutPOUDRE VALLEY HOSPITAL A-WING REPLACEMENT - PDP - PDP140019 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYPVH LEMAY CAMPUS EXPANSION TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO NOVEMBER 2014 Prepared for: Poudre Valley Health System 1024 South Lemay Avenue Fort Collins, CO 80524 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 ..._•• ,,///.1 __ Project #1397 TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 5 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 12 Trip Assignment/Total Traffic Projections ...................................................................... 12 Signal Warrants ............................................................................................................. 17 Operation Analysis ........................................................................................................ 17 Emergency Department Ambulance Access ................................................................. 20 Emergency Department Public Access ......................................................................... 20 Geometry ...................................................................................................................... 21 Neighborhood Impacts .................................................................................................. 21 Pedestrian Level of Service ........................................................................................... 23 Bicycle Level of Service ................................................................................................ 23 Transit Level of Service ................................................................................................. 23 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 24 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 12 3. Short Range (2019) Background Peak Hour Operation .......................................... 18 4. Short Range (2019) Total Peak Hour Operation ..................................................... 19 DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 13 7. Short Range (2019) Background Peak Hour Traffic ................................................ 14 8. Site Generated Peak Hour Traffic ........................................................................... 15 9. Short Range (2019) Total Peak Hour Traffic ........................................................... 16 10. Short Range (2019) Geometry ................................................................................ 22 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Peak Hour Signal Warrants E. Short Range (2019) Background Peak Hour Operation F. Short Range (2019) Total Peak Hour Operation G. Pedestrian/Bicycle Level of Service DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES I. INTRODUCTION This intermediate transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed expansion of the Poudre Valley Hospital (PVH) Lemay Campus. The PVH Lemay Campus is located in the southeast quadrant of the Lemay/Doctors intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project planner (BHA Design), the project engineer (Aspen Engineering), the project owner (Poudre Valley Health System), and the City of Fort Collins staff. This study conforms to the format set forth in the Fort Collins transportation impact study guidelines as 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 PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the PVH Lemay Campus 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 residential, commercial (primarily medical office), or institutional (hospital). There are residential uses to the south, east, and west of the site. There are commercial uses to the north. The center of Fort Collins lies to the west of the PVH Lemay Campus. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The PVH Lemay Campus is in an area termed “employment district” on the Fort Collins Structure Plan. Roads The primary streets near the PVH Lemay Campus site are Lemay Avenue, Robertson Street, Garfield Street, Doctors Lane, and Elizabeth Street. The current intersection geometry is shown in Figure 2. The following descriptions are based upon a site visit and the Fort Collins Master Street Plan. Lemay Avenue is adjacent to the PVH Lemay Campus site. It is classified as a four-lane arterial according to the Fort Collins Master Street Plan. Currently, Lemay Avenue has a four-lane cross section with a center median lane. The existing speed limit in this area of Lemay Avenue is 35 mph. Robertson Street is to the west of the PVH Lemay Campus site. It is classified as a local street according to the Fort Collins Master Street Plan. Robertson Street lines up with the emergency entrance to the PVH Lemay Campus. The Lemay/Robertson-PVH Access intersection has signal control. Garfield Street is to the west of the PVH Lemay Campus site. It is classified as a local street according to the Fort Collins Master Street Plan. The Lemay/Garfield intersection has stop sign control on Garfield Street. Doctors Lane is to the north of (adjacent to) the PVH Lemay Campus site. It is classified as a local street according to the Fort Collins Master Street Plan. Doctors Lane lines up with the entrance/exit to the parking garage. The Lemay/Doctors-Garage Access intersection has signal control. Elizabeth Street is to the north of the PVH Lemay Campus site. It is classified as a two-lane collector street according to the Fort Collins Master Street Plan. Currently, Elizabeth Street has a two-lane cross section. The Lemay/Elizabeth intersection has signal control. DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 2 Prospect Lemay Elizabeth Mulberry PVH Lemay Campus Robertson Garfield Doctors Lane Lemay Avenue Hospital Lane Doctors Spring Creek Trail Poudre Trail SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 4 Robertson Doctors Elizabeth Garfield Garage PVH Access Lemay - Denotes Lane Existing Traffic Recent peak hour traffic counts at the key existing intersections are shown in Figure 3. The traffic data for the Lemay/Robertson-PVH Access, Lemay/Doctors-Garage Access, and Lemay/Elizabeth intersections was collected by the City of Fort Collins in March 2014. The traffic data for the Lemay/Garfield intersection was collected in October 2014. Raw traffic counts are provided in Appendix B. Since counts were performed on different days, the traffic volumes between the intersections were averaged/balanced and are shown in Figure 4. Existing Operation The key intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual. Using the peak hour traffic shown in Figure 4, the peak hour operation and the calculated delay for levels of service E & F are shown in Table 1. Calculation forms are provided in Appendix C. The key intersections operate acceptably during both the morning and afternoon peak hours. It is important to note that, using the existing traffic at the key intersections, right- turn lanes are required on all legs at the Lemay/Elizabeth intersection. It is also important to note that the methodology of the Synchro Version 8 software used for the analyses does not support the “pedestrian only” phase at the Lemay/Doctors-Garage Access intersection. Therefore, the “pedestrian only” phase was eliminated and the signal timing reduced by the 10-11 seconds of the “pedestrian only” phase. The City of Fort Collins uses Synchro Version 9 software and can verify that the Lemay/Doctors-Garage Access intersection achieves acceptable operation. The Expansion of the PVH Lemay Campus site is in an area termed “employment district.” An “employment district” would fall into the “All Other Corridors” category in LCUASS, Table 4-3. In “All Other Corridors,” the acceptable operation at signalized intersections during the peak hours is defined as level of service D or better, overall. Intersection legs and movements can operate at level of service E. At unsignalized intersections, the minimum level of service is E (considered to be normal during the peak hours) at arterial/arterial, arterial/collector, or arterial/local intersections and level of service C at collector/local intersections. A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual is provided in Appendix C. Table 4-3 (revised per staff comments regarding type of intersection) showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix C. Pedestrian Facilities There are pedestrian facilities along most streets in this area. Sidewalks will be incorporated within and adjacent to this development where necessary. DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 5 RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 6 AM/PM 94/91 768/907 98/37 60/81 666/1244 76/38 46/89 53/45 59/98 25/85 32/61 24/108 59/4 861/931 145/47 34/5 630/1375 58/39 12/21 0/1 27/54 26/85 1/0 33/190 4/7 1172/970 40/29 3/12 690/1504 11/11 9/7 0/0 2/6 7/8 0/0 16/17 Robertson Doctors Elizabeth 68/24 1090/966 24/31 674/1504 4/10 23/65 Garfield Garage PVH Access Lemay AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 7 AM/PM 94/91 768/907 98/37 60/81 666/1201 76/38 46/89 53/45 59/95 25/85 32/61 24/104 59/4 890/925 145/47 34/5 638/1321 58/39 12/21 0/1 27/52 26/85 1/0 33/183 4/7 1142/975 40/29 3/12 683/1567 11/11 9/7 0/0 2/6 7/8 0/0 16/17 Robertson Doctors Elizabeth 68/24 1090/966 24/31 674/1525 4/10 23/65 Garfield Garage PVH Access Lemay TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Robertson-PVH Access (signal) EB LT/T/RT D D WB LT/T D D WB RT A A WB APPROACH D D NB LT A A NB T/RT A A NB APPROACH A A SB LT A A SB T/RT A A SB APPROACH A A OVERALL A A Lemay/Garfield (stop sign) EB LT/RT C E (48.6 secs) NB LT A B Lemay/Doctors-Garage Access (signal) EB LT D D EB T/RT A D EB APPROACH D D WB LT D D WB T/RT D A WB APPROACH D D NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T/RT A A SB APPROACH A A OVERALL A A Lemay/Elizabeth (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T/RT A A NB APPROACH A A SB LT A A SB T/RT A B SB APPROACH A B OVERALL A B DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 8 Bicycle Facilities Bicycle lanes exist within the cross section of Lemay Avenue, Pitkin Street, and Elizabeth Street. The Fort Collins Bike Map shows Lemay Avenue, Pitkin Street, and Elizabeth Street as “streets with bike lanes.” Transit Facilities This area is served by transit route 5, which runs along Lemay Avenue. DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The expansion of the PVH Lemay Campus is located in various quadrants of the Lemay/Doctors intersection in Fort Collins. Figure 5 shows a site plan of the expansion of the PVH Lemay Campus. The site plan, provided by the planning consultant, shows the general layout of the site with the anticipated expansion. The site plan shows new access to the site from Lemay Avenue and Doctors Lane. The Emergency Department (ED) is currently at the south end of PVH with both ambulance and public ED access at the Lemay/Robertson intersection. The ED will increase in size providing better accommodations for both patients and staff for the existing patient load, as well as an anticipated increase. The second floor will provide better accommodations for existing uses within the hospital and anticipated growth. There will be a new Ambulance Access Loop to/from Lemay Avenue. Public access to the ED will be on Doctors Lane with a new ED parking lot in the northeast quadrant of the Doctors Lane/Hospital Lane intersection. Currently, the primary access to the existing parking lots on the east side of PVH is via Doctors Lane. With the proposed expansion, the primary access to these parking lots will be via the Lemay/Robertson-PVH Access intersection. This will cause a redistribution/reassignment of the traffic using both Doctors Lane and the PVH (Robertson) accesses. The short range analysis (year 2019) includes development of the expansion of the PVH Lemay Campus and an appropriate increase in background traffic due to normal growth. 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 uses at this site. The floor area of the hospital is approximately 670,000 square feet. Using Hospital (Code 610) from the cited reference, the calculated trip generation is: 8,858 daily trip ends, 637 morning peak hour trip ends, and 623 afternoon peak hour trip ends. The current peak hour traffic counts at key streets/accesses (Doctors Lane, Parking Garage, Patton Street, and PVH Access/Robertson) are within a few percent (<3%) of the calculated trip generation for the current hospital size. This indicates that use of the trip generation rates in the reference document are appropriate in forecasting the future traffic related to the proposed expansion of the PVH Lemay Campus. The floor area of the A-wing, that will be razed, is estimated at 80,000 square feet. The floor area of the A-wing Expansion will be 151,449 square feet. The expansion will be in the same general area as the existing A-wing. Therefore, the net increase in floor area will be 71,449 square feet (151,449 minus 80,000). The trip generation related to the expansion is: 944 daily trip ends, 68 morning peak hour trip ends, and 66 afternoon peak hour trip ends. Table 2 shows the expected trip generation on a daily and peak hour basis. The PVH Lemay Campus Expansion will increase the current hospital trip generation by 10-11 percent. DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 10 SCALE: 1"=100' SITE PLAN Figure 5 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 11 UP UP UP Doctors Lane Lemay Avenue Hospital Lane TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Existing Hospital 610 Hospital 670.0 KSF 13.22 8858 0.60 402 0.35 235 0.35 234 0.58 389 New Hospital Expansion 610 Hospital Expansion 71.449 KSF 13.22 944 0.60 43 0.35 25 0.35 25 0.58 41 Trip Distribution Trip distribution for the expansion of the PVH Lemay Campus was estimated using knowledge of the existing and planned street system, development trends, other traffic studies in the area, and engineering judgment. Figure 6 shows the trip distribution used for the peak hour traffic assignment. The trip distribution analysis was discussed and agreed to in the scoping emails. Background Traffic Projections Figure 7 shows the short range (2019) background traffic projections. It was determined that traffic volumes would increase at a rate of one percent per year on the key streets in the area. In addition to the growth, the traffic at the Lemay/Doctors- Garage Access intersection and the Lemay/Robertson-PVH Access intersection was reassigned to reflect changing the primary access to/from the parking lots to the east of PVH to the Lemay/Robertson-PVH Access intersection. Trip Assignment/Total Traffic Projections 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. Figure 8 shows the site generated peak hour traffic assignment of the expansion of the PVH Lemay Campus. Figure 9 shows the short range (2019) total (site plus background) peak hour traffic at the key intersections with the development of the expansion of the PVH Lemay Campus. DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 12 TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 13 Robertson Doctors Garfield Garage PVH Access Ambulance Ingress Ambulance Egress 10% NOM NOM 55% Elizabeth Lemay 15% 20% SHORT RANGE (2019) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 14 AM/PM 99/96 807/953 103/39 63/85 700/1262 80/40 48/94 56/47 62/100 26/89 34/64 25/109 59/4 958/1040 32/21 34/5 718/1422 12/11 12/21 0/1 27/52 7/18 1/0 15/41 4/7 1081/997 153/55 3/13 699/1498 57/39 9/7 0/0 2/6 26/75 0/0 34/159 Robertson Doctors Elizabeth 71/25 1045/1054 25/33 735/1482 4/11 24/68 Garfield Garage PVH Access Lemay SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 15 AM/PM Robertson Elizabeth Garfield Garage PVH Access Lemay Ambulance Ingress Ambulance Egress 20/20 14/20 4/4 NOM 7/13 11/5 10/13 17/9 6/9 10/14 14/20 2/2 18/18 2/2 13/7 6/7 10/13 8/11 5/7 7/13 4/6 11/14 12/9 7/5 Doctors 12/20 14/18 SHORT RANGE (2019) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 16 AM/PM 103/102 818/967 103/39 63/85 712/1271 80/40 48/94 56/47 69/105 26/89 34/64 25/109 59/4 968/1053 40/32 34/5 731/1429 18/18 12/21 0/1 27/52 12/25 1/0 22/54 4/7 1091/1010 170/64 3/13 706/1511 68/44 9/7 0/0 2/6 32/84 0/0 44/173 Robertson Elizabeth 4/11 24/68 Garfield Garage PVH Access Lemay Ambulance Ingress Ambulance Egress 780/1535 1063/1085 4/4 0/0 25/33 753/1500 2/2 Signal Warrants The Lemay/Robertson-PVH Access, Lemay/Doctors-Garage Access, and Lemay/Elizabeth intersections are currently signalized. The current noon and afternoon peak hour traffic volumes, at the Lemay/Doctors-Garage Access intersection, meet the peak hour signal warrants in the Manual on Uniform Traffic Control Devices (MUTCD). At the Lemay/Robertson-PVH Access intersection, the peak hour signal warrant is not met. However, it is likely that the existing signal at the Lemay/Robertson-PVH Access intersection was allowed since the east leg is the current ED access. With the proposed changes of the primary access to the parking lots east of PVH and moving the ED to the north end of the building, the signal warrants were reevaluated. The peak hour signal warrant analyses are provided in Appendix D. The peak hour signal warrant will be met at the Lemay/Robertson-PVH Access intersection in the afternoon peak hour. It is likely that the peak hour signal warrant would also be met at the noon peak hour. It is not likely that the peak hour signal warrant would be met at the Lemay/Garfield-Ambulance Ingress and Lemay/Doctors-Garage Access intersections. However, the Lemay/Doctors-Garage Access intersection is near the Ambulance Access Loop. This, plus the historical nature of a signal at this intersection, should be considered with regard to signalization at the Lemay/Doctors-Garage Access intersection. The delays on the minor legs with stop sign control at the Lemay/Doctors- Garage Access would be at level of service F in the peak hours. It is recommended that the City consider retaining signalization at the Lemay/Doctors-Garage Access intersection. Operation Analysis Operation analyses were performed at the key intersections. The operations analyses were conducted for the short range analysis reflecting a year 2019 condition. Using the traffic volumes shown in Figure 7, the key intersections operate in the short range (2019) background traffic condition as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. All the key intersections will operate acceptably, except for the minor street approach at the Lemay/Garfield intersection in the afternoon peak hour. As mentioned earlier, the methodology of the Synchro Version 8 software used for the analyses does not support the “pedestrian only” phase at the Lemay/Doctors-Garage Access intersection. Therefore, the “pedestrian only” phase was eliminated and the signal timing reduced by the 10-11 seconds of the “pedestrian only” phase. The City of Fort Collins uses Synchro Version 9 software and can verify that the Lemay/Doctors-Garage Access intersection achieves acceptable operation. Using the traffic volumes shown in Figure 9, the key intersections operate in the short range (2019) total traffic condition as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. All the key intersections will operate acceptably, except for the minor street approach (Garfield) at the Lemay/Garfield- Ambulance Ingress intersection in the afternoon peak hour. DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 17 TABLE 3 Short Range (2019) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Robertson-PVH Access (signal) EB LT/T/RT D D WB LT/T D D WB RT A D WB APPROACH D D NB LT A A NB T/RT A A NB APPROACH A A SB LT A A SB T/RT A A SB APPROACH A A OVERALL A A Lemay/Garfield (stop sign) EB LT/RT C F (51.2 secs) NB LT B B Lemay/Doctors-Garage Access (signal) EB LT D D EB T/RT A D EB APPROACH D D WB LT D D WB T/RT D A WB APPROACH D D NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T/RT A A SB APPROACH A A OVERALL A A Lemay/Elizabeth (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T/RT A A NB APPROACH A A SB LT A A SB T/RT A B SB APPROACH A B OVERALL A B DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 18 TABLE 4 Short Range (2019) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Robertson-PVH Access (signal) EB LT/T/RT D D WB LT/T D D WB RT A D WB APPROACH D D NB LT A A NB T/RT A A NB APPROACH A A SB LT A A SB T/RT A A SB APPROACH A A OVERALL A A Lemay/Garfield-Ambulance Ingress (stop sign) EB LT/T/RT C F (56.7 secs) NB LT B B SB LT B B Lemay/Ambulance Egress WB LT/RT B B Lemay/Doctors-Garage Access (signal) EB LT D D EB T/RT A D EB APPROACH D D WB LT D D WB T/RT D A WB APPROACH D D NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T/RT A A SB APPROACH A A OVERALL A A Lemay/Elizabeth (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T/RT A A NB APPROACH A A SB LT A A SB T/RT A B SB APPROACH A B OVERALL A B DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 19 Emergency Department Ambulance Access The ED Ambulance Access will be to/from Lemay Avenue. The entrance will be across from Garfield Street. The exit will be located approximately 80 feet south of Doctors Lane, on-centers. The entrance is located at the start of the right-turn lane bay taper approaching Doctors Lane. The exit is located in the right-turn lane approaching Doctors Lane. The average number of visits to the ED is currently 167 per day. Of these, 33 visits per day occur by ambulance (2 under emergent conditions and 31 under non-emergent conditions). It is expected that ED visits could increase by 10-15 percent at this location. There will be two additional ED facilities in Fort Collins (the PVH Harmony Campus and the Banner Hospital) that will be operational in the next few years. On a daily basis, the number of ambulance visits to the ED could be 38 per day. Due to the unpredictability of ED ambulance visits, it is difficult to determine when they will occur. However, on average, two ambulance visits could be expected during the respective peak hours. Assuming an even directional split, there would be one northbound and one southbound entrance in each peak hour. The northbound entrance would execute a simple right-turn maneuver from Lemay Avenue. The southbound entrance would require a left-turn maneuver from the existing left-turn lane on Lemay Avenue. If the northbound traffic on Lemay Avenue was such that the southbound left-turn maneuver was difficult, the ambulance could utilize their emergency lights to enter the ED area. Occasionally, (about 20 percent), either a police vehicle or a fire vehicle will accompany an ambulance at any given time. The traffic forecasts at the ED area conservatively reflect an additional emergency vehicle at the ED. Under most circumstances, the vehicles in the ambulance area do not exit under emergent conditions. Ambulances will not be based at this ED. Due to the location of the ED exit, all ambulances and other emergency vehicles will turn right when exiting the ED area. On the rare occasion that an ambulance must exit the ED area under emergent conditions (right-turn or left-turn exit), the emergency lights/sirens would be used. The ambulances are equipped with “opticon” signal overrides. Use of the “opticon” should be coordinated with the City of Fort Collins Traffic Operations Department. Emergency Department Public Access As indicated on the site plan (Figure 5), the public access to the ED will be on Doctors Lane. A one-way loop will be located east of Lemay Avenue. The entrance will be across from Hospital Lane and the exit will be located approximately 140 feet to the east. An ED parking lot will be built in the northeast quadrant of the Doctors/Hospital intersection with driveway access to both Doctors Lane and Hospital Lane. The one-way loop would be used by private vehicles to drop off patients. The loop can accommodate 3- 4 vehicles. Once a patient enters the ED, the private vehicle would exit the loop and park in the designated lot. This lot would also be used by private vehicles that might be related to an ambulance visit to the ED. DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 20 The average number of public visits (non-ambulance) is 134 per day. It is expected that this could increase by 10-15 percent at this location. On a daily basis, the number of public visits could be ≈150 per day. While not predictable on an hourly basis, based upon information provided by PVH, it is expected that there could be 4 visits in the morning peak hour and 10 visits in the afternoon peak hour. The public ED visits are included in the traffic forecasts at the Lemay/Doctors-Garage Access intersection. Given that the traffic forecasts (Figure 9) show the directional volumes on Doctors Lane (east of Lemay Avenue) are less than 100 in the peak hours, rigorous analyses at the public ED loop, Hospital Lane, and the parking lot locations were not performed. Based upon experience, the intersections and accesses will operate acceptably during the peak hours. Geometry Figure 10 shows a schematic of the short range (2019) geometry. Along this section of Lemay Avenue, many of the arterial/collector and arterial/local intersections do not have northbound and southbound right-turn lanes. As mentioned earlier, right- turn lanes are required on all legs at the Lemay/Elizabeth intersection using the existing traffic volumes. With the PVH Lemay Campus Expansion, a northbound right-turn lane will be required at the Lemay/Robertson-PVH Access intersection. Neighborhood Impacts City staff requested analysis and impact on the residential neighborhood. The residential neighborhood to the west, south of Elizabeth Street and north of Pitkin Street, is most sensitive to traffic impacts related to the proposed expansion of the PVH Lemay Campus. The trip generation related to the expansion is expected to be 68 trip ends and 66 trip ends in the respective peak hours. The trip distribution (Figure 6) indicates nominal site generated traffic on Garfield Street and Robertson Street. Nominal traffic is interpreted as less than 5 percent. Even at 10 percent, the site generated traffic would in the single digits (≈7 trip ends). This is not significant. It is expected that the new site generated traffic, to/from the west, would use Elizabeth Street, Prospect Road, and Lemay Avenue (all arterial streets). A transportation impact study was prepared in 2007 for the last PVH Lemay Campus expansion. One of the conditions of that approval was to monitor the traffic on the area streets to determine how well that TIS forecasted the traffic, particularly on the local streets west of Lemay Avenue; and determine the change in traffic on these local streets following that PVH Lemay Campus expansion. The peak hour traffic forecasts were generally higher than that which were counted in 2010. Therefore, the 2007 TIS reflected conservative traffic forecasts. It was concluded that the impact to the neighborhood streets was very small and, in some cases, the traffic decreased during the peak hours. DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 21 SHORT RANGE (2019) GEOMETRY Figure 10 DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Page 22 Robertson Doctors Elizabeth Garfield Garage PVH Access Lemay Ambulance Ingress - Proposed Lane Ambulance Egress - Existing Lane DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 23 Based upon the monitoring of the traffic following the last PVH Lemay Campus expansion and the low trip generation related to the current proposed expansion, it is expected that the neighborhood impact will not be significant. Pedestrian Level of Service Appendix G shows a map of the area that is within 1320 feet of the Expansion of the PVH Lemay Campus. The PVH Lemay Campus site is located within an area termed as a “transit corridor,” which sets the level of service threshold at LOS B & C for all measured factors. There will be six pedestrian destinations within 1320 feet of the PVH Lemay Campus. These are: 1) the commercial area northwest of the site, 2) the commercial area north of the site, 3) the medical office uses adjacent to the site, 4) the residential area east of the site, 5) the residential area south of the site, and 6) the residential area west/southwest of the site. Acceptable pedestrian level of service can be achieved for all pedestrian factors. The Pedestrian LOS Worksheet is provided in Appendix G. The minimum level of service for “transit center” is B for all categories. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one bicycle destination within 1320 feet of the PVH Lemay Campus. It is the commercial area to the northwest. This site will achieve bicycle level of service B connectivity which exceeds the base city- wide minimum. The Bicycle LOS Worksheet is provided in Appendix G. Transit Level of Service Currently, this area is served by transit route 5, which runs along Lemay Avenue. The Fort Collins Transit System Map (future) shows that Lemay Avenue will be a high frequency transit corridor with 20 minute service. The future transit level of service will be at B. IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the expansion of the PVH Lemay Campus on the short range (2019) street system in the vicinity of the hospital. As a result of this analysis, the following is concluded: • The expansion of the PVH Lemay Campus is feasible from a traffic engineering standpoint. The trip generation related to the expansion is: 944 daily trip ends, 68 morning peak hour trip ends, and 66 afternoon peak hour trip ends. • Current operation at the key intersections is acceptable with existing control and geometry. • The peak hour signal warrant will be met at the Lemay/Robertson-PVH Access intersection in the afternoon peak hour. It is likely that the peak hour signal warrant would also be met at the noon peak hour. It is not likely that peak hour signal warrants will be met at the Lemay/Garfield-Ambulance Ingress and Lemay/Doctors- Garage Access intersections. However, it is recommended that the signal be retained at the Lemay/Doctors-Garage Access intersection. • In the short range (2019) future, given the development of the expansion of the PVH Lemay Campus and an increase in background traffic, the key intersections are shown to operate acceptably, except for the minor street approach (Garfield) at the Lemay/Garfield-Ambulance Ingress intersection. The required short range (2019) geometry is shown in Figure 10. The northbound right-turn lane on Lemay Avenue, approaching the Lemay/Robertson-PVH Access intersection is required due to this PVH Lemay Campus expansion. The right-turn lanes at the Lemay/Elizabeth intersection are due to the existing traffic. • Ambulance access to/from the Emergency Department (ED) area will be via an Ambulance Access Loop on Lemay Avenue. The entrance will be across from Garfield Street and the exit will be located approximately 80 feet south of Doctors Lane, on-centers. The entrance is located at the start of the right-turn lane bay taper approaching Doctors Lane. The exit is located in the right-turn lane approaching Doctors Lane. Ambulance traffic is not specifically predictable. The few (estimated at 4) ambulance and other emergency vehicles that will utilize the Ambulance Access Loop operate acceptably. It is not likely that emergency lights will be necessary to enter the site under non-emergent circumstances. Exits from the Ambulance Access Loop will be right-turns unless an ambulance leaves the ED under emergent conditions. Use of traffic signal “opticons” should be coordinated with the Fort Collins Traffic Operations Department. • The public access to the Emergency Department (ED) will be on Doctors Lane. A one- way loop will be located east of Lemay Avenue. The entrance will be across from Hospital Lane and the exit will be located approximately 140 feet to the east. An ED parking lot will be built in the northeast quadrant of the Doctors/Hospital intersection DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 24 with driveway access to both Doctors Lane and Hospital Lane. Due to the low volumes on Doctors Lane, the accesses related to public visits to the ED will operate acceptably. • The residential neighborhood to the west, south of Elizabeth Street and north of Pitkin Street, is most prone to traffic impacts related to the proposed expansion of the PVH Lemay Campus. Based upon the monitoring of the traffic following the last PVH Lemay Campus expansion and the low trip generation related to the current proposed expansion, it is expected that the neighborhood impact will not be significant. • Pedestrian, bicycle, and transit level of service will be acceptable. DELICH PVH Lemay Campus Expansion TIS, November 2014 ASSOCIATES Page 25 APPENDIX A Chapter 4 Attachments Attachment A Transportation Impact Study Base Assumptions IProject Information TIS Assumptions IProject Location S Study Years IType of Study . Full: NQ __ Future Traffic Growth Rate Study Intersections Time Period for Study Trip Generation Rates Tr-ip Adjustment Factors SEE ATTACHED SKETCH Passby: N fA l Captive Ar / LI /1 Market: f~ I n . Overall Trip DIstribution 1 Mode Split Assumptions IV A Committed Roadway Improvements Other Traffic Studies Areas Requiring Special Study "P L.G'MA It f1>eRTS()A.) SfGAJA:t.. tJARf..4Vr 'JI Q /f-B ()l,A-NC<!1 xl-eCJtl ~ AJ LeJt.tA V - ALt..R-':>'J \ J~""'~~\o~ . ~-------A--\----------------L------------------- ~ ~~~~A~~ I D~~~ru~Q~V~~~~~g~~~R~~/O~~).~~~~~~~~~.. ~2~.~~.··~(o~(4n~jD~~~s -4~ Traffic En ginee r. I)GUC6I 45SOC(A~ \WM~\ ~l ~~~-e-.~:~~~~~~·-.-l~~~O~~~/~~~~~=.-\-~-I-l-~----~~;~ ~ HIOJ4- Lnr •.., •••.CountJ I.!.I"••• AI ••••::!<true. ;Sl3.n~ros - R0P'fiaJad :and RownaC!:O<I April'!. 2007 .o.dQPtcd by L:lri!)1O( County, City of Lo·.•. e!sf>4. City of Fort Collins Chapter 4 - Attachments Attachment A Transportation Impact Study Base Assumptions Project Information PV~ •.... Project Name t::-- >" Y'4D S 1010 - 4-/))'AJ~ Project Location SOU'T~A<nT QOI¢.-DeA-AJi Df::: Lt9A4Atl ;h,.,('_ 't"CJR. ~ L~g- TIS Assumptions , Type of Study Full: N() Intennedi ate: V&-s Study Area Boundaries North: (jl..le~gerw South: fCO r&61!rsoA..) East:· L€" /VI A tI West: LG-IA J4N Study Years Short Range: 2. tJ I 9 Long Range: ,{jfA Future Traffic Growth Rate l?o ()N Le~AY r;1If!Pf9L t:>. e, ss.eyJoAJ. GL.,lilA& ~I Study Intersections 1. All access drives 5. LGMA-V/GL.IZAP..5TH 2. LSJf,QI//~g&J!"[b'oA,) 6. 3. L(#AA'r'/{lAePI(;jL-U 7. 4. Le-MA97Ve;CT()e<; - ~QAU&l 8. Time Period for Study ~: ·r.uu-':J:O~~: ~:UU-6:0D)1Sat Noon: IV (J Trip Generation Rates PG-~ lie- (A rTActfGib Trip Adjustment Factors Passby: N/A I Market: Captive NIA Overall Trip Distribution SEE AITACHED SKETCH Mode Split Assumptions IJiA Committed Roadway Improvements !JOT ,4WAPS- o~ MY' Other Traffic Studies /JOe 4wA (2.fY <>p ~v Areas Requiring Special Study L..tfMAY/~B&RTSON S(GAJAL- tJAReANr «ur« t"c:rA:;~ A--B()~A-NCG 4eeA oAJ LG~AC( Date: _--!-/J::::...loO~Vl..Li?...c.J.4--tig~r;;(2.~_J-=-()~").--:2=-c9=-.:(_4~ _ Traffic Engineer: __ b=-.:...G-=L:..:.(....::.Ct-:6I::.:.---L.~....!I...-=g::::·..loOC..c:...I...!(..LA..L.l:.?i..l..GL=S; _ Local Entity Engineer: ~----- Page 4-34 Larimer County Urban Area :street :StcmUartls- Repealed and Reenacted April 1. 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins PVH UCHealth A-Wing Expansion The floor area of the hospital is 670,000 square feet. Using Trip Generation. 9th Edition. ITE, Land Use Code 610, the calculated trip generation is: 8858 daily trip ends; 637 morning peak hour trip ends; and 623 afternoon peak hour trip ends. The floor area of the A-Wing, that will be razed, is estimated at 80,000 square feet. The floor area of the A-Wing Expansion will be 151,449 square feet. The expansion will be in the same general area as the existing A-Wing. Therefore the net increase in floor area will be 71,449 square feet (151,449 minus 80,000). Using the cited reference document, the trip generation related to the expansion is: 944 daily trip ends: 68 morning peak hour trip ends; and 66 afternoon peak hour trip ends. The PVH Lemay expansion will increase the current hospital trip generation by 10-11 percent. ---4"-------------- OOOZ-P-irl"o-t... ~l\eAGei APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/6/2014 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Doctors-Garage Access S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Garage Acces Westbound: Doctors 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 18 214 39 271 10 171 13 194 465 5 0 13 18 11 0 8 19 37 502 7:45 28 304 48 380 14 157 9 180 560 4 0 8 12 12 1 7 20 32 592 8:00 6 157 37 200 13 148 6 167 367 2 0 4 6 1 0 5 6 12 379 8:15 7 186 21 214 21 154 6 181 395 1 0 2 3 9 0 6 15 18 413 7:30-8:30 59 861 145 1065 58 630 34 722 1787 12 0 27 39 33 1 26 60 99 1886 PHF 0.53 0.71 0.76 0.7 0.69 0.92 0.65 0.93 0.6 n/a 0.52 0.54 0.69 0.25 0.81 0.75 0.8 4:30 0 231 11 242 7 308 1 316 558 5 0 18 23 56 0 26 82 105 663 4:45 2 228 11 241 11 295 1 307 548 5 1 8 14 53 0 28 81 95 643 5:00 1 218 14 233 9 409 2 420 653 5 0 15 20 45 0 17 62 82 735 5:15 1 254 11 266 12 363 1 376 642 6 0 13 19 36 0 14 50 69 711 4:30-5:30 4 931 47 982 39 1375 5 1419 2401 21 1 54 76 190 0 85 275 351 2752 PHF 0.5 0.92 0.84 0.92 0.81 0.84 0.63 0.84 0.88 0.25 0.75 0.83 0.85 n/a 0.76 0.84 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/4/2014 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Elizabeth S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Elizabeth Westbound: Elizabeth 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 25 197 19 241 23 164 12 199 440 18 8 14 40 6 11 5 22 62 502 7:45 29 255 38 322 30 176 16 222 544 13 17 18 48 8 10 10 28 76 620 8:00 24 161 19 204 12 148 12 172 376 9 17 16 42 2 7 5 14 56 432 8:15 16 155 22 193 11 178 20 209 402 6 11 11 28 8 4 5 17 45 447 7:30-8:30 94 768 98 960 76 666 60 802 1762 46 53 59 158 24 32 25 81 239 2001 PHF 0.81 0.75 0.64 0.75 0.63 0.94 0.75 0.9 0.64 0.78 0.82 0.82 0.75 0.73 0.63 0.72 0.81 4:30 15 230 12 257 14 282 15 311 568 30 10 22 62 24 10 23 57 119 687 4:45 24 230 8 262 6 281 28 315 577 15 7 25 47 30 13 28 71 118 695 5:00 25 236 8 269 7 353 19 379 648 19 16 33 68 31 21 16 68 136 784 5:15 27 211 9 247 11 328 19 358 605 25 12 18 55 23 17 18 58 113 718 4:30-5:30 91 907 37 1035 38 1244 81 1363 2398 89 45 98 232 108 61 85 254 486 2884 PHF 0.84 0.96 0.77 0.96 0.68 0.88 0.72 0.9 0.74 0.7 0.74 0.85 0.87 0.73 0.76 0.89 0.92 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/15/2014 Observer: Sue Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Garfield S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Garfield Westbound: 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 11 297 308 196 2 198 506 0 3 3 0 3 509 7:45 28 344 372 187 8 195 567 1 6 7 0 7 574 8:00 15 226 241 147 7 154 395 2 7 9 0 9 404 8:15 14 223 237 144 7 151 388 1 7 8 0 8 396 7:30-8:30 68 1090 0 1158 0 674 24 698 1856 4 0 23 27 0 0 0 0 27 1883 PHF 0.61 0.79 n/a 0.78 n/a 0.86 0.75 0.88 0.5 n/a 0.82 0.75 n/a n/a n/a n/a 0.82 4:30 8 228 236 335 8 343 579 2 12 14 0 14 593 4:45 9 230 239 361 10 371 610 3 26 29 0 29 639 5:00 4 258 262 401 7 408 670 4 11 15 0 15 685 5:15 3 250 253 407 6 413 666 1 16 17 0 17 683 4:30-5:30 24 966 0 990 0 1504 31 1535 2525 10 0 65 75 0 0 0 0 75 2600 PHF 0.67 0.94 n/a 0.94 n/a 0.92 0.78 0.93 0.63 n/a 0.63 0.65 n/a n/a n/a n/a 0.95 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/27/2014 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Robertson-PVH Access S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Robertson Westbound: PVH Access 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 3 292 5 300 4 191 1 196 496 5 0 0 5 6 0 2 8 13 509 7:45 1 381 16 398 2 191 1 194 592 1 0 1 2 3 0 1 4 6 598 8:00 0 273 8 281 4 140 0 144 425 1 0 0 1 1 0 2 3 4 429 8:15 0 226 11 237 1 168 1 170 407 2 0 1 3 6 0 2 8 11 418 7:30-8:30 4 1172 40 1216 11 690 3 704 1920 9 0 2 11 16 0 7 23 34 1954 PHF 0.33 0.77 0.63 0.76 0.69 0.9 0.75 0.9 0.45 n/a 0.5 0.55 0.67 n/a 0.88 0.72 0.82 4:30 2 204 9 215 2 358 4 364 579 1 0 2 3 6 0 2 8 11 590 4:45 2 267 11 280 3 344 2 349 629 3 0 1 4 3 0 0 3 7 636 5:00 2 213 7 222 3 398 1 402 624 2 0 3 5 3 0 3 6 11 635 5:15 1 286 2 289 3 404 5 412 701 1 0 0 1 5 0 3 8 9 710 4:30-5:30 7 970 29 1006 11 1504 12 1527 2533 7 0 6 13 17 0 8 25 38 2571 PHF 0.88 0.85 0.66 0.87 0.92 0.93 0.6 0.93 0.58 n/a 0.5 0.65 0.71 n/a 0.67 0.78 0.91 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent am adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 9 0 2 16 0 7 4 1142 40 11 683 3 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 1.00 0.98 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 1900 1937 1900 1900 1863 1937 1863 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 11 0 0 19 0 0 5 1344 46 13 804 4 Adj No. of Lanes 010011120120 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 153 0 0 147 0 80 628 3003 103 397 3106 15 Arrive On Green 0.05 0.00 0.00 0.05 0.00 0.00 1.00 1.00 1.00 0.86 0.86 0.86 Sat Flow, veh/h 1553 0 0 1437 0 1647 671 3491 119 372 3611 18 Grp Volume(v), veh/h 11 0 0 19 0 0 5 681 709 13 394 414 Grp Sat Flow(s),veh/h/ln 1553 0 0 1438 0 1647 671 1770 1841 372 1770 1859 Q Serve(g_s), s 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.5 3.7 3.7 Cycle Q Clear(g_c), s 0.5 0.0 0.0 1.1 0.0 0.0 3.8 0.0 0.0 0.5 3.7 3.7 Prop In Lane 1.00 0.00 1.00 1.00 1.00 0.06 1.00 0.01 Lane Grp Cap(c), veh/h 153 0 0 147 0 80 628 1522 1583 397 1522 1599 V/C Ratio(X) 0.07 0.00 0.00 0.13 0.00 0.00 0.01 0.45 0.45 0.03 0.26 0.26 Avail Cap(c_a), veh/h 417 0 0 400 0 381 628 1522 1583 397 1522 1599 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.83 0.83 0.83 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.3 0.0 0.0 42.6 0.0 0.0 0.1 0.0 0.0 0.9 1.2 1.2 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.4 0.0 0.0 0.0 0.8 0.8 0.2 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 0.5 0.0 0.0 0.0 0.3 0.3 0.1 1.9 2.0 LnGrp Delay(d),s/veh 42.5 0.0 0.0 43.0 0.0 0.0 0.1 0.8 0.8 1.1 1.6 1.6 LnGrp LOS D D AAAAAA Approach Vol, veh/h 11 19 1395 821 Approach Delay, s/veh 42.5 43.0 0.8 1.6 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 101.0 9.0 101.0 9.0 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 79.0 20.5 79.0 20.5 Max Q Clear Time (g_c+I1), s 5.7 2.5 5.8 3.1 Green Ext Time (p_c), s 12.3 0.0 12.3 0.0 Intersection Summary HCM 2010 Ctrl Delay 1.6 HCM 2010 LOS A Timing Report, Sorted By Phase Recent AM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent am adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 84 26 84 26 Maximum Split (%) 76.4% 23.6% 76.4% 23.6% Minimum Split (s) 22 25.5 22 25.5 Yellow Time (s) 4343 All-Red Time (s) 1 2.5 1 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 13 10 13 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 58 32 58 32 End Time (s) 32 58 32 58 Yield/Force Off (s) 27 52.5 27 52.5 Yield/Force Off 170(s) 17 39.5 17 39.5 Local Start Time (s) 26 0 26 0 Local Yield (s) 105 20.5 105 20.5 Local Yield 170(s) 95 7.5 95 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 32 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 121: Lemay & Robertson/PVH Access HCM 2010 Signalized Intersection Summary Recent PM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent pm adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 7 0 6 17 0 8 7 975 29 11 1567 12 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 1.00 0.97 1.00 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1937 1900 1900 1863 1937 1863 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 8 0 0 19 0 0 8 1071 31 12 1722 13 Adj No. of Lanes 010011120120 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 152 0 0 145 0 89 275 3033 88 491 3111 23 Arrive On Green 0.05 0.00 0.00 0.05 0.00 0.00 1.00 1.00 1.00 0.86 0.86 0.86 Sat Flow, veh/h 1533 0 0 1407 0 1647 278 3509 102 488 3599 27 Grp Volume(v), veh/h 8 0 0 19 0 0 8 540 562 12 846 889 Grp Sat Flow(s),veh/h/ln 1533 0 0 1407 0 1647 278 1770 1841 488 1770 1857 Q Serve(g_s), s 0.0 0.0 0.0 0.8 0.0 0.0 0.4 0.0 0.0 0.4 12.9 13.0 Cycle Q Clear(g_c), s 0.4 0.0 0.0 1.2 0.0 0.0 13.4 0.0 0.0 0.4 12.9 13.0 Prop In Lane 1.00 0.00 1.00 1.00 1.00 0.06 1.00 0.01 Lane Grp Cap(c), veh/h 152 0 0 145 0 89 275 1530 1591 491 1530 1605 V/C Ratio(X) 0.05 0.00 0.00 0.13 0.00 0.00 0.03 0.35 0.35 0.02 0.55 0.55 Avail Cap(c_a), veh/h 370 0 0 355 0 340 275 1530 1591 491 1530 1605 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.88 0.88 0.88 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.8 0.0 0.0 47.1 0.0 0.0 1.0 0.0 0.0 1.0 1.8 1.8 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.4 0.0 0.0 0.2 0.6 0.5 0.1 1.4 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.0 0.5 0.0 0.0 0.0 0.2 0.2 0.1 6.7 7.0 LnGrp Delay(d),s/veh 46.9 0.0 0.0 47.5 0.0 0.0 1.1 0.6 0.5 1.1 3.3 3.2 LnGrp LOS D D AAAAAA Approach Vol, veh/h 8 19 1110 1747 Approach Delay, s/veh 46.9 47.5 0.6 3.2 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 109.9 10.1 109.9 10.1 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 89.0 20.5 89.0 20.5 Max Q Clear Time (g_c+I1), s 15.0 2.4 15.4 3.2 Green Ext Time (p_c), s 22.1 0.0 22.1 0.0 Intersection Summary HCM 2010 Ctrl Delay 2.6 HCM 2010 LOS A Timing Report, Sorted By Phase Recent PM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent pm adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 94 26 94 26 Maximum Split (%) 78.3% 21.7% 78.3% 21.7% Minimum Split (s) 22 25.5 22 25.5 Yellow Time (s) 4343 All-Red Time (s) 1 2.5 1 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 13 10 13 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 83 57 83 57 End Time (s) 57 83 57 83 Yield/Force Off (s) 52 77.5 52 77.5 Yield/Force Off 170(s) 42 64.5 42 64.5 Local Start Time (s) 26 0 26 0 Local Yield (s) 115 20.5 115 20.5 Local Yield 170(s) 105 7.5 105 7.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 57 (48%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 121: Lemay & Robertson/PVH Access HCM 2010 TWSC Recent AM 1: Lemay & Garfield PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent am adj lemay-doctors.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 4 23 68 1090 674 24 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 - 100 - - - 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 5 27 80 1282 793 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1608 411 821 0 - 0 Stage 1 807 - - - - - Stage 2 801 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 96 590 804 - - - Stage 1 399 - - - - - Stage 2 402 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 86 590 804 - - - Mov Cap-2 Maneuver 86 - - - - - Stage 1 399 - - - - - Stage 2 362 - - - - - Approach EB NB SB HCM Control Delay, s 17.7 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 804 - 316 - - HCM Lane V/C Ratio 0.1 - 0.101 - - HCM Control Delay (s) 10 - 17.7 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.3 - 0.3 - - Lanes and Geometrics Recent AM 1: Lemay & Garfield PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent am adj lemay-doctors.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.886 0.995 Flt Protected 0.992 0.950 Satd. Flow (prot) 1637 0 1770 3539 3522 0 Flt Permitted 0.992 0.950 Satd. Flow (perm) 1637 0 1770 3539 3522 0 Link Speed (mph) 30 35 35 Link Distance (ft) 430 380 262 Travel Time (s) 9.8 7.4 5.1 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 1: Lemay & Garfield PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent pm adj lemay-doctors.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 10 65 24 966 1525 31 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 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 68 25 1017 1605 33 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2181 819 1638 0 - 0 Stage 1 1622 - - - - - Stage 2 559 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 39 319 392 - - - Stage 1 147 - - - - - Stage 2 536 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 37 319 392 - - - Mov Cap-2 Maneuver 37 - - - - - Stage 1 147 - - - - - Stage 2 502 - - - - - Approach EB NB SB HCM Control Delay, s 48.6 0.4 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 392 - 158 - - HCM Lane V/C Ratio 0.064 - 0.5 - - HCM Control Delay (s) 14.8 - 48.6 - - HCM Lane LOS B - E - - HCM 95th %tile Q(veh) 0.2 - 2.4 - - Lanes and Geometrics Recent PM 1: Lemay & Garfield PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent pm adj lemay-doctors.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.884 0.997 Flt Protected 0.993 0.950 Satd. Flow (prot) 1635 0 1770 3539 3529 0 Flt Permitted 0.993 0.950 Satd. Flow (perm) 1635 0 1770 3539 3529 0 Link Speed (mph) 30 35 35 Link Distance (ft) 489 390 252 Travel Time (s) 11.1 7.6 4.9 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Recent AM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent am adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 12 0 27 33 1 26 59 890 145 58 638 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1900 1788 1863 1937 1788 1863 1900 Adj Flow Rate, veh/h 14 0 0 39 1 0 69 1047 140 68 751 38 Adj No. of Lanes 110110121120 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 188 142 0 193 147 0 588 2902 1344 419 2807 142 Arrive On Green 0.08 0.00 0.00 0.08 0.08 0.00 0.82 0.82 0.82 0.82 0.82 0.82 Sat Flow, veh/h 1394 1863 0 1451 1937 0 656 3539 1639 451 3423 173 Grp Volume(v), veh/h 14 0 0 39 1 0 69 1047 140 68 388 401 Grp Sat Flow(s),veh/h/ln 1394 1863 0 1451 1937 0 656 1770 1639 451 1770 1827 Q Serve(g_s), s 0.8 0.0 0.0 2.2 0.0 0.0 2.3 6.5 1.5 3.9 4.4 4.4 Cycle Q Clear(g_c), s 0.9 0.0 0.0 2.2 0.0 0.0 6.7 6.5 1.5 10.5 4.4 4.4 Prop In Lane 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 188 142 0 193 147 0 588 2902 1344 419 1451 1498 V/C Ratio(X) 0.07 0.00 0.00 0.20 0.01 0.00 0.12 0.36 0.10 0.16 0.27 0.27 Avail Cap(c_a), veh/h 388 409 0 402 425 0 588 2902 1344 419 1451 1498 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 0.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.94 0.94 0.94 Uniform Delay (d), s/veh 37.4 0.0 0.0 38.0 37.0 0.0 2.6 2.0 1.5 3.3 1.8 1.8 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.5 0.0 0.0 0.4 0.3 0.2 0.8 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 0.9 0.0 0.0 0.5 3.2 0.7 0.6 2.2 2.3 LnGrp Delay(d),s/veh 37.5 0.0 0.0 38.5 37.0 0.0 3.0 2.3 1.7 4.1 2.2 2.2 LnGrp LOS D D D AAAAAA Approach Vol, veh/h 14 40 1256 857 Approach Delay, s/veh 37.5 38.5 2.3 2.4 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 87.4 11.6 87.4 11.6 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 70.0 18.0 70.0 18.0 Max Q Clear Time (g_c+I1), s 12.5 2.9 8.7 4.2 Green Ext Time (p_c), s 13.8 0.1 13.8 0.1 Intersection Summary HCM 2010 Ctrl Delay 3.2 HCM 2010 LOS A Timing Report, Sorted By Phase Recent AM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent am adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 75 24 75 24 Maximum Split (%) 75.8% 24.2% 75.8% 24.2% Minimum Split (s) 22 18 22 18 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 3 1.5 3 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7070 Flash Dont Walk (s) 10 12 10 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 1 76 1 76 End Time (s) 76 1 76 1 Yield/Force Off (s) 71 94 71 94 Yield/Force Off 170(s) 61 82 61 82 Local Start Time (s) 24 0 24 0 Local Yield (s) 94 18 94 18 Local Yield 170(s) 84 6 84 6 Intersection Summary Cycle Length 99 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 76 (77%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 122: Lemay & Garage Access/Doctors HCM 2010 Signalized Intersection Summary Recent PM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent pm adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 21 1 52 183 0 85 4 925 47 39 1321 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 1.00 1.00 0.99 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1900 1788 1863 1937 1788 1863 1900 Adj Flow Rate, veh/h 22 1 5 195 0 0 4 984 37 41 1405 5 Adj No. of Lanes 110110121120 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 282 42 208 285 299 0 289 2703 1251 420 2762 10 Arrive On Green 0.15 0.15 0.15 0.15 0.00 0.00 0.76 0.76 0.76 0.76 0.76 0.76 Sat Flow, veh/h 1404 269 1347 1452 1937 0 365 3539 1638 528 3617 13 Grp Volume(v), veh/h 22 0 6 195 0 0 4 984 37 41 687 723 Grp Sat Flow(s),veh/h/ln 1404 0 1616 1452 1937 0 365 1770 1638 528 1770 1860 Q Serve(g_s), s 1.5 0.0 0.3 14.5 0.0 0.0 0.5 10.0 0.6 3.0 16.5 16.5 Cycle Q Clear(g_c), s 1.5 0.0 0.3 14.8 0.0 0.0 17.0 10.0 0.6 13.0 16.5 16.5 Prop In Lane 1.00 0.83 1.00 0.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 282 0 250 285 299 0 289 2703 1251 420 1351 1420 V/C Ratio(X) 0.08 0.00 0.02 0.68 0.00 0.00 0.01 0.36 0.03 0.10 0.51 0.51 Avail Cap(c_a), veh/h 282 0 250 285 299 0 289 2703 1251 420 1351 1420 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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.75 0.75 0.75 Uniform Delay (d), s/veh 39.9 0.0 39.5 45.8 0.0 0.0 8.3 4.3 3.1 6.4 5.0 5.0 Incr Delay (d2), s/veh 0.1 0.0 0.0 6.6 0.0 0.0 0.1 0.4 0.0 0.3 1.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.2 6.3 0.0 0.0 0.1 4.9 0.3 0.5 8.2 8.6 LnGrp Delay(d),s/veh 40.1 0.0 39.5 52.3 0.0 0.0 8.4 4.6 3.2 6.7 6.0 6.0 LnGrp LOS D D D AAAAAA Approach Vol, veh/h 28 195 1025 1451 Approach Delay, s/veh 39.9 52.3 4.6 6.0 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 88.0 22.0 88.0 22.0 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 83.0 16.0 83.0 16.0 Max Q Clear Time (g_c+I1), s 18.5 3.5 19.0 16.8 Green Ext Time (p_c), s 17.0 0.5 17.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 9.2 HCM 2010 LOS A Timing Report, Sorted By Phase Recent PM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent pm adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 88 22 88 22 Maximum Split (%) 80.0% 20.0% 80.0% 20.0% Minimum Split (s) 22 18 22 18 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 3 1.5 3 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7070 Flash Dont Walk (s) 10 12 10 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 84 62 84 62 End Time (s) 62 84 62 84 Yield/Force Off (s) 57 78 57 78 Yield/Force Off 170(s) 47 66 47 66 Local Start Time (s) 22 0 22 0 Local Yield (s) 105 16 105 16 Local Yield 170(s) 95 4 95 4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 62 (56%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 122: Lemay & Garage Access/Doctors HCM 2010 Signalized Intersection Summary Recent AM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent am adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 46 53 59 24 32 25 94 768 98 76 666 60 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1937 1900 1863 1937 1900 1788 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 54 62 24 28 38 0 111 904 107 89 784 64 Adj No. of Lanes 110110120120 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 183 131 51 145 193 0 557 2323 275 487 2412 197 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.00 0.05 0.73 0.73 0.05 0.73 0.73 Sat Flow, veh/h 1350 1318 510 1295 1937 0 1703 3179 376 1703 3307 270 Grp Volume(v), veh/h 54 0 86 28 38 0 111 503 508 89 419 429 Grp Sat Flow(s),veh/h/ln 1350 0 1828 1295 1937 0 1703 1770 1786 1703 1770 1808 Q Serve(g_s), s 3.8 0.0 4.4 2.0 1.8 0.0 1.5 10.5 10.5 1.2 8.2 8.3 Cycle Q Clear(g_c), s 5.5 0.0 4.4 6.4 1.8 0.0 1.5 10.5 10.5 1.2 8.2 8.3 Prop In Lane 1.00 0.28 1.00 0.00 1.00 0.21 1.00 0.15 Lane Grp Cap(c), veh/h 183 0 182 145 193 0 557 1293 1305 487 1290 1318 V/C Ratio(X) 0.29 0.00 0.47 0.19 0.20 0.00 0.20 0.39 0.39 0.18 0.33 0.33 Avail Cap(c_a), veh/h 290 0 326 247 346 0 630 1293 1305 562 1290 1318 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 0.00 1.00 1.00 1.00 0.00 0.94 0.94 0.94 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.1 0.0 41.7 44.8 40.6 0.0 3.0 5.0 5.0 3.2 4.7 4.7 Incr Delay (d2), s/veh 0.9 0.0 1.9 0.6 0.5 0.0 0.2 0.8 0.8 0.2 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 2.3 0.8 1.0 0.0 0.7 5.3 5.4 0.6 4.2 4.3 LnGrp Delay(d),s/veh 44.0 0.0 43.6 45.4 41.1 0.0 3.2 5.8 5.8 3.4 5.4 5.4 LnGrp LOS D D D D AAAAAA Approach Vol, veh/h 140 66 1122 937 Approach Delay, s/veh 43.8 42.9 5.5 5.2 Approach LOS D D A A Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 87.9 14.3 7.6 88.1 14.3 Change Period (Y+Rc), s 4.0 5.5 5.5 4.0 5.5 5.5 Max Green Setting (Gmax), s 8.0 70.5 16.5 8.0 70.5 16.5 Max Q Clear Time (g_c+I1), s 3.5 10.3 7.5 3.2 12.5 8.4 Green Ext Time (p_c), s 0.1 8.5 0.4 0.1 8.5 0.4 Intersection Summary HCM 2010 Ctrl Delay 8.8 HCM 2010 LOS A Timing Report, Sorted By Phase Recent AM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent am adj lemay-doctors.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 12 76 22 12 76 22 Maximum Split (%) 10.9% 69.1% 20.0% 10.9% 69.1% 20.0% Minimum Split (s) 11 22.5 24.5 11 22.5 24.5 Yellow Time (s) 3 4 3.5 3 4 3.5 All-Red Time (s) 1 1.5 2 1 1.5 2 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 89 101 67 89 101 67 End Time (s) 101 67 89 101 67 89 Yield/Force Off (s) 97 61.5 83.5 97 61.5 83.5 Yield/Force Off 170(s) 97 51.5 83.5 97 51.5 83.5 Local Start Time (s) 22 34 0 22 34 0 Local Yield (s) 30 104.5 16.5 30 104.5 16.5 Local Yield 170(s) 30 94.5 16.5 30 94.5 16.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 67 (61%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 70: Lemay & Elizabeth HCM 2010 Signalized Intersection Summary Recent PM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent pm adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 89 45 95 104 61 85 91 907 37 38 1201 81 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.96 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1937 1900 1863 1937 1900 1788 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 97 49 31 113 66 44 99 986 38 41 1305 84 Adj No. of Lanes 110110120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 205 184 116 230 178 118 317 2401 93 423 2303 148 Arrive On Green 0.17 0.17 0.17 0.17 0.17 0.17 0.04 0.69 0.69 0.03 0.68 0.68 Sat Flow, veh/h 1263 1103 698 1296 1066 711 1703 3471 134 1703 3371 217 Grp Volume(v), veh/h 97 0 80 113 0 110 99 503 521 41 684 705 Grp Sat Flow(s),veh/h/ln 1263 0 1801 1296 0 1777 1703 1770 1835 1703 1770 1818 Q Serve(g_s), s 8.3 0.0 4.3 9.3 0.0 6.2 1.9 13.7 13.7 0.8 22.3 22.5 Cycle Q Clear(g_c), s 14.4 0.0 4.3 13.7 0.0 6.2 1.9 13.7 13.7 0.8 22.3 22.5 Prop In Lane 1.00 0.39 1.00 0.40 1.00 0.07 1.00 0.12 Lane Grp Cap(c), veh/h 205 0 300 230 0 296 317 1224 1269 423 1209 1242 V/C Ratio(X) 0.47 0.00 0.27 0.49 0.00 0.37 0.31 0.41 0.41 0.10 0.57 0.57 Avail Cap(c_a), veh/h 260 0 378 286 0 373 366 1224 1269 486 1209 1242 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 0.00 1.00 1.00 0.00 1.00 0.94 0.94 0.94 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.9 0.0 40.7 46.7 0.0 41.5 7.5 7.4 7.4 5.4 9.2 9.2 Incr Delay (d2), s/veh 1.7 0.0 0.5 1.6 0.0 0.8 0.5 1.0 0.9 0.1 1.9 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 0.0 2.2 3.4 0.0 3.1 0.9 6.9 7.1 0.4 11.5 11.8 LnGrp Delay(d),s/veh 49.5 0.0 41.2 48.3 0.0 42.2 8.1 8.4 8.4 5.5 11.1 11.1 LnGrp LOS D D D D AAAABB Approach Vol, veh/h 177 223 1123 1430 Approach Delay, s/veh 45.8 45.3 8.3 10.9 Approach LOS D D A B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 89.0 23.2 6.9 90.0 23.2 Change Period (Y+Rc), s 4.0 5.5 5.5 4.0 5.5 5.5 Max Green Setting (Gmax), s 7.0 75.5 22.5 7.0 75.5 22.5 Max Q Clear Time (g_c+I1), s 3.9 24.5 16.4 2.8 15.7 15.7 Green Ext Time (p_c), s 0.1 13.7 0.8 0.0 13.9 0.8 Intersection Summary HCM 2010 Ctrl Delay 14.6 HCM 2010 LOS B Timing Report, Sorted By Phase Recent PM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates recent pm adj lemay-doctors.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 81 28 11 81 28 Maximum Split (%) 9.2% 67.5% 23.3% 9.2% 67.5% 23.3% Minimum Split (s) 11 22.5 24.5 11 22.5 24.5 Yellow Time (s) 3 4 3.5 3 4 3.5 All-Red Time (s) 1 1.5 2 1 1.5 2 Minimum Initial (s) 4 10 7 4 10 7 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) 10 12 10 12 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 77 88 49 77 88 49 End Time (s) 88 49 77 88 49 77 Yield/Force Off (s) 84 43.5 71.5 84 43.5 71.5 Yield/Force Off 170(s) 84 33.5 59.5 84 33.5 59.5 Local Start Time (s) 28 39 0 28 39 0 Local Yield (s) 35 114.5 22.5 35 114.5 22.5 Local Yield 170(s) 35 104.5 10.5 35 104.5 10.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 49 (41%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 70: Lemay & Elizabeth UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment APPENDIX D 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT/T AM 34 VPH AM 1997 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2609 VPH WB LT/T PM 159 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE BACKGROUND PEAK HOUR WARRANT AT LEMAY/ROBERTSON-PVH ACCESS MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT/T AM 34 VPH AM 1997 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2609 VPH WB LT/T PM 159 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT/T AM 34 VPH AM 1997 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2609 VPH WB LT/T PM 159 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT/T AM 44 VPH AM 2042 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2649 VPH WB LT/T PM 173 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE TOTAL PEAK HOUR WARRANT AT LEMAY/ROBERTSON-PVH ACCESS MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT/T AM 44 VPH AM 2042 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2649 VPH WB LT/T PM 173 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT/T AM 44 VPH AM 2042 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2649 VPH WB LT/T PM 173 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 28 VPH AM 1876 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2594 VPH EB LT/T/RT PM 79 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE BACKGROUND PEAK HOUR WARRANT AT LEMAY/GARFIELD MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 28 VPH AM 1876 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2594 VPH EB LT/T/RT PM 79 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 28 VPH AM 1876 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2594 VPH EB LT/T/RT PM 79 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 28 VPH AM 1912 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2636 VPH EB LT/T/RT PM 79 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE TOTAL PEAK HOUR WARRANT AT LEMAY/GARFIELD MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 28 VPH AM 1912 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2636 VPH EB LT/T/RT PM 79 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 28 VPH AM 1912 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2636 VPH EB LT/T/RT PM 79 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 39 VPH AM 1813 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2503 VPH EB LT/T/RT PM 74 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE BACKGROUND PEAK HOUR WARRANT AT LEMAY/DOCTORS-GARAGE ACCESS MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 39 VPH AM 1813 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2503 VPH EB LT/T/RT PM 74 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 39 VPH AM 1813 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2503 VPH EB LT/T/RT PM 74 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 39 VPH AM 1850 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2541 VPH WB LT/T/RT PM 79 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE TOTAL PEAK HOUR WARRANT AT LEMAY/DOCTORS-GARAGE ACCESS MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 39 VPH AM 1850 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2541 VPH WB LT/T/RT PM 79 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB LT/T/RT AM 39 VPH AM 1850 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2541 VPH WB LT/T/RT PM 79 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 APPENDIX E HCM 2010 Signalized Intersection Summary Short Bkgrd AM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb am adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 9 0 2 34 0 26 4 1081 153 57 699 3 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 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 1900 1937 1900 1900 1863 1937 1863 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 11 0 0 40 0 0 5 1272 173 67 822 4 Adj No. of Lanes 010011120120 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 175 0 0 162 0 98 608 2662 360 376 3070 15 Arrive On Green 0.06 0.00 0.00 0.06 0.00 0.00 1.00 1.00 1.00 0.85 0.85 0.85 Sat Flow, veh/h 1653 0 0 1432 0 1647 660 3132 424 352 3612 18 Grp Volume(v), veh/h 11 0 0 40 0 0 5 716 729 67 403 423 Grp Sat Flow(s),veh/h/ln 1653 0 0 1432 0 1647 660 1770 1786 352 1770 1860 Q Serve(g_s), s 0.0 0.0 0.0 1.9 0.0 0.0 0.0 0.0 0.0 3.3 4.2 4.2 Cycle Q Clear(g_c), s 0.5 0.0 0.0 2.5 0.0 0.0 4.2 0.0 0.0 3.3 4.2 4.2 Prop In Lane 1.00 0.00 1.00 1.00 1.00 0.24 1.00 0.01 Lane Grp Cap(c), veh/h 175 0 0 162 0 98 608 1504 1518 376 1504 1581 V/C Ratio(X) 0.06 0.00 0.00 0.25 0.00 0.00 0.01 0.48 0.48 0.18 0.27 0.27 Avail Cap(c_a), veh/h 420 0 0 397 0 376 608 1504 1518 376 1504 1581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.83 0.83 0.83 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.8 0.0 0.0 42.7 0.0 0.0 0.1 0.0 0.0 1.3 1.4 1.4 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.8 0.0 0.0 0.0 0.9 0.9 1.0 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 1.0 0.0 0.0 0.0 0.4 0.4 0.4 2.2 2.3 LnGrp Delay(d),s/veh 42.0 0.0 0.0 43.5 0.0 0.0 0.1 0.9 0.9 2.3 1.8 1.8 LnGrp LOS D D AAAAAA Approach Vol, veh/h 11 40 1450 893 Approach Delay, s/veh 42.0 43.5 0.9 1.8 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 99.9 10.1 99.9 10.1 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 79.0 20.5 79.0 20.5 Max Q Clear Time (g_c+I1), s 6.2 2.5 6.2 4.5 Green Ext Time (p_c), s 15.8 0.1 15.8 0.1 Intersection Summary HCM 2010 Ctrl Delay 2.1 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd AM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb am adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 84 26 84 26 Maximum Split (%) 76.4% 23.6% 76.4% 23.6% Minimum Split (s) 22 25.5 22 25.5 Yellow Time (s) 4343 All-Red Time (s) 1 2.5 1 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 13 10 13 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 58 32 58 32 End Time (s) 32 58 32 58 Yield/Force Off (s) 27 52.5 27 52.5 Yield/Force Off 170(s) 17 39.5 17 39.5 Local Start Time (s) 26 0 26 0 Local Yield (s) 105 20.5 105 20.5 Local Yield 170(s) 95 7.5 95 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 32 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 121: Lemay & Robertson/PVH Access HCM 2010 Signalized Intersection Summary Short Bkgrd PM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb pm adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 7 0 6 159 0 75 7 997 55 39 1498 13 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.97 1.00 0.97 1.00 0.96 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 1900 1937 1900 1900 1863 1937 1863 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 8 0 0 175 0 40 8 1096 57 43 1646 14 Adj No. of Lanes 010011120120 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 125 0 0 295 0 216 247 2702 140 431 2843 24 Arrive On Green 0.13 0.00 0.00 0.13 0.00 0.13 1.00 1.00 1.00 0.79 0.79 0.79 Sat Flow, veh/h 461 0 0 1721 0 1604 299 3416 178 465 3595 31 Grp Volume(v), veh/h 8 0 0 175 0 40 8 567 586 43 809 851 Grp Sat Flow(s),veh/h/ln 461 0 0 1721 0 1604 299 1770 1824 465 1770 1856 Q Serve(g_s), s 0.6 0.0 0.0 0.0 0.0 2.5 0.7 0.0 0.0 2.4 20.1 20.1 Cycle Q Clear(g_c), s 10.9 0.0 0.0 10.3 0.0 2.5 20.8 0.0 0.0 2.4 20.1 20.1 Prop In Lane 1.00 0.00 1.00 1.00 1.00 0.10 1.00 0.02 Lane Grp Cap(c), veh/h 125 0 0 295 0 216 247 1399 1443 431 1399 1468 V/C Ratio(X) 0.06 0.00 0.00 0.59 0.00 0.19 0.03 0.41 0.41 0.10 0.58 0.58 Avail Cap(c_a), veh/h 202 0 0 371 0 303 247 1399 1443 431 1399 1468 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 0.88 0.88 0.88 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.3 0.0 0.0 47.1 0.0 43.7 2.3 0.0 0.0 2.7 4.6 4.6 Incr Delay (d2), s/veh 0.2 0.0 0.0 1.9 0.0 0.4 0.2 0.8 0.8 0.5 1.7 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.0 5.4 0.0 1.1 0.1 0.3 0.3 0.4 10.3 10.8 LnGrp Delay(d),s/veh 52.5 0.0 0.0 49.0 0.0 44.1 2.5 0.8 0.8 3.2 6.3 6.3 LnGrp LOS D D D AAAAAA Approach Vol, veh/h 8 215 1161 1703 Approach Delay, s/veh 52.5 48.1 0.8 6.2 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 100.2 19.8 100.2 19.8 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 89.0 20.5 89.0 20.5 Max Q Clear Time (g_c+I1), s 22.1 12.9 22.8 12.3 Green Ext Time (p_c), s 22.3 0.4 22.2 0.4 Intersection Summary HCM 2010 Ctrl Delay 7.2 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd PM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb pm adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 94 26 94 26 Maximum Split (%) 78.3% 21.7% 78.3% 21.7% Minimum Split (s) 22 25.5 22 25.5 Yellow Time (s) 4343 All-Red Time (s) 1 2.5 1 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 13 10 13 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 83 57 83 57 End Time (s) 57 83 57 83 Yield/Force Off (s) 52 77.5 52 77.5 Yield/Force Off 170(s) 42 64.5 42 64.5 Local Start Time (s) 26 0 26 0 Local Yield (s) 115 20.5 115 20.5 Local Yield 170(s) 105 7.5 105 7.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 57 (48%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 121: Lemay & Robertson/PVH Access HCM 2010 TWSC Short Bkgrd AM 1: Lemay & Garfield PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb am adj lemay-doctors.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 4 24 71 1045 735 25 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 - 100 - - - 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 5 28 84 1229 865 29 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1661 447 894 0 - 0 Stage 1 879 - - - - - Stage 2 782 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 88 559 755 - - - Stage 1 366 - - - - - Stage 2 411 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 78 559 755 - - - Mov Cap-2 Maneuver 78 - - - - - Stage 1 366 - - - - - Stage 2 365 - - - - - Approach EB NB SB HCM Control Delay, s 18.6 0.7 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 755 - 297 - - HCM Lane V/C Ratio 0.111 - 0.111 - - HCM Control Delay (s) 10.4 - 18.6 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.4 - 0.4 - - Lanes and Geometrics Short Bkgrd AM 1: Lemay & Garfield PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb am adj lemay-doctors.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.885 0.995 Flt Protected 0.992 0.950 Satd. Flow (prot) 1635 0 1770 3539 3522 0 Flt Permitted 0.992 0.950 Satd. Flow (perm) 1635 0 1770 3539 3522 0 Link Speed (mph) 30 35 35 Link Distance (ft) 430 380 262 Travel Time (s) 9.8 7.4 5.1 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 1: Lemay & Garfield PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb pm adj lemay-doctors.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 11 68 25 1054 1482 33 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 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 12 72 26 1109 1560 35 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2184 797 1595 0 - 0 Stage 1 1577 - - - - - Stage 2 607 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 39 329 407 - - - Stage 1 155 - - - - - Stage 2 507 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 37 329 407 - - - Mov Cap-2 Maneuver 37 - - - - - Stage 1 155 - - - - - Stage 2 475 - - - - - Approach EB NB SB HCM Control Delay, s 51.2 0.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 407 - 157 - - HCM Lane V/C Ratio 0.065 - 0.53 - - HCM Control Delay (s) 14.5 - 51.2 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 0.2 - 2.6 - - Lanes and Geometrics Short Bkgrd PM 1: Lemay & Garfield PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb pm adj lemay-doctors.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.884 0.997 Flt Protected 0.993 0.950 Satd. Flow (prot) 1635 0 1770 3539 3529 0 Flt Permitted 0.993 0.950 Satd. Flow (perm) 1635 0 1770 3539 3529 0 Link Speed (mph) 30 35 35 Link Distance (ft) 489 390 252 Travel Time (s) 11.1 7.6 4.9 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Short Bkgrd AM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb am adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 12 0 27 15 1 7 59 958 32 12 718 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1900 1788 1863 1937 1788 1863 1900 Adj Flow Rate, veh/h 14 0 0 18 1 0 69 1127 33 14 845 39 Adj No. of Lanes 110110121120 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 171 117 0 175 122 0 551 2943 1363 433 2861 132 Arrive On Green 0.06 0.00 0.00 0.06 0.06 0.00 0.83 0.83 0.83 0.83 0.83 0.83 Sat Flow, veh/h 1390 1863 0 1447 1937 0 600 3539 1639 463 3441 159 Grp Volume(v), veh/h 14 0 0 18 1 0 69 1127 33 14 435 449 Grp Sat Flow(s),veh/h/ln 1390 1863 0 1447 1937 0 600 1770 1639 463 1770 1830 Q Serve(g_s), s 0.8 0.0 0.0 1.0 0.0 0.0 2.5 6.7 0.3 0.7 4.7 4.7 Cycle Q Clear(g_c), s 0.9 0.0 0.0 1.0 0.0 0.0 7.2 6.7 0.3 7.4 4.7 4.7 Prop In Lane 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 171 117 0 175 122 0 551 2943 1363 433 1472 1522 V/C Ratio(X) 0.08 0.00 0.00 0.10 0.01 0.00 0.13 0.38 0.02 0.03 0.30 0.30 Avail Cap(c_a), veh/h 393 415 0 406 431 0 551 2943 1363 433 1472 1522 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 0.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.93 0.93 0.93 Uniform Delay (d), s/veh 37.9 0.0 0.0 38.0 37.5 0.0 2.4 1.8 1.2 2.7 1.6 1.6 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.3 0.0 0.0 0.5 0.4 0.0 0.1 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 0.4 0.0 0.0 0.5 3.3 0.1 0.1 2.4 2.4 LnGrp Delay(d),s/veh 38.1 0.0 0.0 38.2 37.5 0.0 2.9 2.2 1.3 2.8 2.1 2.1 LnGrp LOS D D D AAAAAA Approach Vol, veh/h 14 19 1229 898 Approach Delay, s/veh 38.1 38.2 2.2 2.1 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 88.6 10.4 88.6 10.4 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 70.0 18.0 70.0 18.0 Max Q Clear Time (g_c+I1), s 9.4 2.9 9.2 3.0 Green Ext Time (p_c), s 13.2 0.0 13.2 0.0 Intersection Summary HCM 2010 Ctrl Delay 2.7 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd AM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb am adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 75 24 75 24 Maximum Split (%) 75.8% 24.2% 75.8% 24.2% Minimum Split (s) 22 18 22 18 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 3 1.5 3 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7070 Flash Dont Walk (s) 10 12 10 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 1 76 1 76 End Time (s) 76 1 76 1 Yield/Force Off (s) 71 94 71 94 Yield/Force Off 170(s) 61 82 61 82 Local Start Time (s) 24 0 24 0 Local Yield (s) 94 18 94 18 Local Yield 170(s) 84 6 84 6 Intersection Summary Cycle Length 99 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 76 (77%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 122: Lemay & Garage Access/Doctors HCM 2010 Signalized Intersection Summary Short Bkgrd PM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb pm adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 21 1 52 41 0 18 4 1040 21 11 1422 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1900 1788 1863 1937 1788 1863 1900 Adj Flow Rate, veh/h 22 1 2 44 0 0 4 1106 18 12 1513 5 Adj No. of Lanes 110110121120 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 175 41 82 177 144 0 308 2959 1370 436 3025 10 Arrive On Green 0.07 0.07 0.07 0.07 0.00 0.00 0.84 0.84 0.84 0.84 0.84 0.84 Sat Flow, veh/h 1395 551 1102 1447 1937 0 329 3539 1639 479 3618 12 Grp Volume(v), veh/h 22 0 3 44 0 0 4 1106 18 12 740 778 Grp Sat Flow(s),veh/h/ln 1395 0 1652 1447 1937 0 329 1770 1639 479 1770 1860 Q Serve(g_s), s 1.5 0.0 0.2 2.9 0.0 0.0 0.3 7.5 0.2 0.6 11.8 11.8 Cycle Q Clear(g_c), s 1.5 0.0 0.2 3.1 0.0 0.0 12.2 7.5 0.2 8.1 11.8 11.8 Prop In Lane 1.00 0.67 1.00 0.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 175 0 123 177 144 0 308 2959 1370 436 1479 1555 V/C Ratio(X) 0.13 0.00 0.02 0.25 0.00 0.00 0.01 0.37 0.01 0.03 0.50 0.50 Avail Cap(c_a), veh/h 308 0 280 314 328 0 308 2959 1370 436 1479 1555 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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.71 0.71 0.71 Uniform Delay (d), s/veh 43.7 0.0 43.1 44.6 0.0 0.0 4.0 2.0 1.4 2.9 2.3 2.3 Incr Delay (d2), s/veh 0.3 0.0 0.1 0.7 0.0 0.0 0.1 0.4 0.0 0.1 0.9 0.8 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 BackOfQ(50%),veh/ln 0.6 0.0 0.1 1.2 0.0 0.0 0.0 3.7 0.1 0.1 5.9 6.2 LnGrp Delay(d),s/veh 44.0 0.0 43.2 45.3 0.0 0.0 4.1 2.3 1.4 3.0 3.2 3.1 LnGrp LOS D D D AAAAAA Approach Vol, veh/h 25 44 1128 1530 Approach Delay, s/veh 43.9 45.3 2.3 3.2 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 97.5 12.5 97.5 12.5 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 83.0 16.0 83.0 16.0 Max Q Clear Time (g_c+I1), s 13.8 3.5 14.2 5.1 Green Ext Time (p_c), s 19.7 0.1 19.7 0.1 Intersection Summary HCM 2010 Ctrl Delay 3.9 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd PM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb pm adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 88 22 88 22 Maximum Split (%) 80.0% 20.0% 80.0% 20.0% Minimum Split (s) 22 18 22 18 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 3 1.5 3 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7070 Flash Dont Walk (s) 10 12 10 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 84 62 84 62 End Time (s) 62 84 62 84 Yield/Force Off (s) 57 78 57 78 Yield/Force Off 170(s) 47 66 47 66 Local Start Time (s) 22 0 22 0 Local Yield (s) 105 16 105 16 Local Yield 170(s) 95 4 95 4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 62 (56%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 122: Lemay & Garage Access/Doctors HCM 2010 Signalized Intersection Summary Short Bkgrd AM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb am adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 48 56 62 25 34 26 99 807 103 80 700 63 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1937 1900 1863 1937 1900 1788 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 56 66 28 29 40 0 116 949 113 94 824 68 Adj No. of Lanes 110110120120 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 189 134 57 145 203 0 534 2307 275 464 2395 198 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.00 0.05 0.73 0.73 0.05 0.72 0.72 Sat Flow, veh/h 1348 1279 543 1287 1937 0 1703 3177 378 1703 3304 273 Grp Volume(v), veh/h 56 0 94 29 40 0 116 529 533 94 441 451 Grp Sat Flow(s),veh/h/ln 1348 0 1822 1287 1937 0 1703 1770 1785 1703 1770 1807 Q Serve(g_s), s 3.9 0.0 4.8 2.1 1.9 0.0 1.6 11.5 11.5 1.3 9.0 9.0 Cycle Q Clear(g_c), s 5.8 0.0 4.8 7.0 1.9 0.0 1.6 11.5 11.5 1.3 9.0 9.0 Prop In Lane 1.00 0.30 1.00 0.00 1.00 0.21 1.00 0.15 Lane Grp Cap(c), veh/h 189 0 191 145 203 0 534 1285 1296 464 1282 1310 V/C Ratio(X) 0.30 0.00 0.49 0.20 0.20 0.00 0.22 0.41 0.41 0.20 0.34 0.34 Avail Cap(c_a), veh/h 287 0 323 239 344 0 606 1285 1296 538 1282 1310 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 0.00 1.00 1.00 1.00 0.00 0.94 0.94 0.94 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.0 0.0 41.7 45.0 40.4 0.0 3.2 5.3 5.3 3.5 5.0 5.0 Incr Delay (d2), s/veh 0.9 0.0 2.0 0.7 0.5 0.0 0.2 0.9 0.9 0.2 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 2.5 0.8 1.0 0.0 0.8 5.9 6.0 0.6 4.6 4.6 LnGrp Delay(d),s/veh 43.9 0.0 43.7 45.6 40.8 0.0 3.4 6.2 6.2 3.7 5.7 5.7 LnGrp LOS D D D D AAAAAA Approach Vol, veh/h 150 69 1178 986 Approach Delay, s/veh 43.7 42.9 5.9 5.5 Approach LOS D D A A Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 87.3 14.8 7.7 87.5 14.8 Change Period (Y+Rc), s 4.0 5.5 5.5 4.0 5.5 5.5 Max Green Setting (Gmax), s 8.0 70.5 16.5 8.0 70.5 16.5 Max Q Clear Time (g_c+I1), s 3.6 11.0 7.8 3.3 13.5 9.0 Green Ext Time (p_c), s 0.1 9.2 0.4 0.1 9.2 0.4 Intersection Summary HCM 2010 Ctrl Delay 9.2 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd AM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb am adj lemay-doctors.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 12 76 22 12 76 22 Maximum Split (%) 10.9% 69.1% 20.0% 10.9% 69.1% 20.0% Minimum Split (s) 11 22.5 24.5 11 22.5 24.5 Yellow Time (s) 3 4 3.5 3 4 3.5 All-Red Time (s) 1 1.5 2 1 1.5 2 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 89 101 67 89 101 67 End Time (s) 101 67 89 101 67 89 Yield/Force Off (s) 97 61.5 83.5 97 61.5 83.5 Yield/Force Off 170(s) 97 51.5 83.5 97 51.5 83.5 Local Start Time (s) 22 34 0 22 34 0 Local Yield (s) 30 104.5 16.5 30 104.5 16.5 Local Yield 170(s) 30 94.5 16.5 30 94.5 16.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 67 (61%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 70: Lemay & Elizabeth HCM 2010 Signalized Intersection Summary Short Bkgrd PM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb pm adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 94 47 100 109 64 89 96 953 39 40 1262 85 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.96 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1937 1900 1863 1937 1900 1788 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 102 51 36 118 70 49 104 1036 40 43 1372 88 Adj No. of Lanes 110110120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 206 181 128 232 180 126 297 2381 92 400 2284 146 Arrive On Green 0.17 0.17 0.17 0.17 0.17 0.17 0.04 0.69 0.69 0.04 0.68 0.68 Sat Flow, veh/h 1254 1051 742 1289 1043 730 1703 3471 134 1703 3372 216 Grp Volume(v), veh/h 102 0 87 118 0 119 104 528 548 43 718 742 Grp Sat Flow(s),veh/h/ln 1254 0 1792 1289 0 1774 1703 1770 1835 1703 1770 1819 Q Serve(g_s), s 8.9 0.0 4.8 9.9 0.0 6.7 2.0 15.1 15.1 0.8 24.9 25.1 Cycle Q Clear(g_c), s 15.6 0.0 4.8 14.7 0.0 6.7 2.0 15.1 15.1 0.8 24.9 25.1 Prop In Lane 1.00 0.41 1.00 0.41 1.00 0.07 1.00 0.12 Lane Grp Cap(c), veh/h 206 0 309 232 0 306 297 1214 1259 400 1199 1232 V/C Ratio(X) 0.50 0.00 0.28 0.51 0.00 0.39 0.35 0.43 0.44 0.11 0.60 0.60 Avail Cap(c_a), veh/h 250 0 373 278 0 369 343 1214 1259 461 1199 1232 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 0.00 1.00 1.00 0.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.4 0.0 40.6 47.0 0.0 41.4 8.7 7.9 7.9 5.8 9.9 9.9 Incr Delay (d2), s/veh 1.8 0.0 0.5 1.7 0.0 0.8 0.7 1.1 1.0 0.1 2.2 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 0.0 2.4 3.7 0.0 3.4 1.1 7.7 8.0 0.4 12.7 13.1 LnGrp Delay(d),s/veh 50.2 0.0 41.1 48.7 0.0 42.2 9.3 9.0 9.0 5.9 12.1 12.1 LnGrp LOS D D D D AAAABB Approach Vol, veh/h 189 237 1180 1503 Approach Delay, s/veh 46.0 45.5 9.0 11.9 Approach LOS D D A B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.0 88.1 24.0 7.0 89.1 24.0 Change Period (Y+Rc), s 4.0 5.5 5.5 4.0 5.5 5.5 Max Green Setting (Gmax), s 7.0 75.5 22.5 7.0 75.5 22.5 Max Q Clear Time (g_c+I1), s 4.0 27.1 17.6 2.8 17.1 16.7 Green Ext Time (p_c), s 0.1 15.0 0.7 0.0 15.5 0.8 Intersection Summary HCM 2010 Ctrl Delay 15.5 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd PM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates sb pm adj lemay-doctors.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 81 28 11 81 28 Maximum Split (%) 9.2% 67.5% 23.3% 9.2% 67.5% 23.3% Minimum Split (s) 11 22.5 24.5 11 22.5 24.5 Yellow Time (s) 3 4 3.5 3 4 3.5 All-Red Time (s) 1 1.5 2 1 1.5 2 Minimum Initial (s) 4 10 7 4 10 7 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) 10 12 10 12 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 77 88 49 77 88 49 End Time (s) 88 49 77 88 49 77 Yield/Force Off (s) 84 43.5 71.5 84 43.5 71.5 Yield/Force Off 170(s) 84 33.5 59.5 84 33.5 59.5 Local Start Time (s) 28 39 0 28 39 0 Local Yield (s) 35 114.5 22.5 35 114.5 22.5 Local Yield 170(s) 35 104.5 10.5 35 104.5 10.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 49 (41%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 70: Lemay & Elizabeth APPENDIX F HCM 2010 Signalized Intersection Summary Short Total AM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 9 0 2 44 0 32 4 1091 170 68 706 3 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 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 1900 1937 1900 1900 1863 1937 1863 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 11 0 0 52 0 0 5 1284 192 80 831 4 Adj No. of Lanes 010011120120 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 192 0 0 174 0 114 595 2600 386 364 3039 15 Arrive On Green 0.07 0.00 0.00 0.07 0.00 0.00 1.00 1.00 1.00 0.84 0.84 0.84 Sat Flow, veh/h 1684 0 0 1429 0 1647 654 3090 459 342 3612 17 Grp Volume(v), veh/h 11 0 0 52 0 0 5 732 744 80 407 428 Grp Sat Flow(s),veh/h/ln 1684 0 0 1429 0 1647 654 1770 1779 342 1770 1860 Q Serve(g_s), s 0.0 0.0 0.0 2.7 0.0 0.0 0.0 0.0 0.0 4.6 4.5 4.5 Cycle Q Clear(g_c), s 0.5 0.0 0.0 3.3 0.0 0.0 4.5 0.0 0.0 4.6 4.5 4.5 Prop In Lane 1.00 0.00 1.00 1.00 1.00 0.26 1.00 0.01 Lane Grp Cap(c), veh/h 192 0 0 174 0 114 595 1489 1497 364 1489 1565 V/C Ratio(X) 0.06 0.00 0.00 0.30 0.00 0.00 0.01 0.49 0.50 0.22 0.27 0.27 Avail Cap(c_a), veh/h 420 0 0 393 0 372 595 1489 1497 364 1489 1565 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.83 0.83 0.83 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.4 0.0 0.0 42.6 0.0 0.0 0.1 0.0 0.0 1.6 1.6 1.6 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.9 0.0 0.0 0.0 1.0 1.0 1.4 0.5 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 1.4 0.0 0.0 0.0 0.4 0.4 0.6 2.3 2.4 LnGrp Delay(d),s/veh 41.6 0.0 0.0 43.6 0.0 0.0 0.1 1.0 1.0 2.9 2.0 2.0 LnGrp LOS D D AAAAAA Approach Vol, veh/h 11 52 1481 915 Approach Delay, s/veh 41.6 43.6 1.0 2.1 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 98.9 11.1 98.9 11.1 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 79.0 20.5 79.0 20.5 Max Q Clear Time (g_c+I1), s 6.6 2.5 6.5 5.3 Green Ext Time (p_c), s 17.2 0.1 17.2 0.1 Intersection Summary HCM 2010 Ctrl Delay 2.5 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total AM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 84 26 84 26 Maximum Split (%) 76.4% 23.6% 76.4% 23.6% Minimum Split (s) 22 25.5 22 25.5 Yellow Time (s) 4343 All-Red Time (s) 1 2.5 1 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 13 10 13 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 58 32 58 32 End Time (s) 32 58 32 58 Yield/Force Off (s) 27 52.5 27 52.5 Yield/Force Off 170(s) 17 39.5 17 39.5 Local Start Time (s) 26 0 26 0 Local Yield (s) 105 20.5 105 20.5 Local Yield 170(s) 95 7.5 95 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 32 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 121: Lemay & Robertson/PVH Access HCM 2010 Signalized Intersection Summary Short Total PM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 7 0 6 173 0 84 7 1010 64 44 1511 13 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.97 1.00 0.97 1.00 0.96 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 1900 1937 1900 1900 1863 1937 1863 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 8 0 0 190 0 50 8 1110 66 48 1660 14 Adj No. of Lanes 010011120120 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 122 0 0 307 0 226 240 2659 158 420 2822 24 Arrive On Green 0.14 0.00 0.00 0.14 0.00 0.14 1.00 1.00 1.00 0.78 0.78 0.78 Sat Flow, veh/h 423 0 0 1732 0 1605 295 3388 201 455 3595 30 Grp Volume(v), veh/h 8 0 0 190 0 50 8 580 596 48 816 858 Grp Sat Flow(s),veh/h/ln 423 0 0 1732 0 1605 295 1770 1819 455 1770 1856 Q Serve(g_s), s 0.6 0.0 0.0 0.0 0.0 3.2 0.8 0.0 0.0 2.9 21.1 21.2 Cycle Q Clear(g_c), s 11.9 0.0 0.0 11.3 0.0 3.2 22.0 0.0 0.0 2.9 21.1 21.2 Prop In Lane 1.00 0.00 1.00 1.00 1.00 0.11 1.00 0.02 Lane Grp Cap(c), veh/h 122 0 0 307 0 226 240 1389 1428 420 1389 1457 V/C Ratio(X) 0.07 0.00 0.00 0.62 0.00 0.22 0.03 0.42 0.42 0.11 0.59 0.59 Avail Cap(c_a), veh/h 187 0 0 372 0 301 240 1389 1428 420 1389 1457 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 0.88 0.88 0.88 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.8 0.0 0.0 47.1 0.0 43.7 2.6 0.0 0.0 3.0 4.9 4.9 Incr Delay (d2), s/veh 0.2 0.0 0.0 2.2 0.0 0.5 0.2 0.8 0.8 0.6 1.8 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 5.9 0.0 1.4 0.1 0.3 0.3 0.4 10.7 11.4 LnGrp Delay(d),s/veh 53.1 0.0 0.0 49.3 0.0 44.1 2.8 0.8 0.8 3.5 6.8 6.7 LnGrp LOS D D D AAAAAA Approach Vol, veh/h 8 240 1184 1722 Approach Delay, s/veh 53.1 48.2 0.8 6.6 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 99.3 20.7 99.3 20.7 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 89.0 20.5 89.0 20.5 Max Q Clear Time (g_c+I1), s 23.2 13.9 24.0 13.3 Green Ext Time (p_c), s 23.1 0.4 23.1 0.5 Intersection Summary HCM 2010 Ctrl Delay 7.7 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total PM 121: Lemay & Robertson/PVH Access PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 94 26 94 26 Maximum Split (%) 78.3% 21.7% 78.3% 21.7% Minimum Split (s) 22 25.5 22 25.5 Yellow Time (s) 4343 All-Red Time (s) 1 2.5 1 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 13 10 13 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 83 57 83 57 End Time (s) 57 83 57 83 Yield/Force Off (s) 52 77.5 52 77.5 Yield/Force Off 170(s) 42 64.5 42 64.5 Local Start Time (s) 26 0 26 0 Local Yield (s) 115 20.5 115 20.5 Local Yield 170(s) 105 7.5 105 7.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 57 (48%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 121: Lemay & Robertson/PVH Access HCM 2010 TWSC Short Total AM 1: Lemay & Garfield/Ambulance Ingress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 4 0 24 0 0 0 71 1059 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 28 0 0 0 84 1246 2 Major/Minor Minor2 Major1 Conflicting Flow All 1695 2320 458 915 0 0 Stage 1 905 905 - - - - Stage 2 790 1415 - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - Pot Cap-1 Maneuver 84 37 550 741 - - Stage 1 355 353 - - - - Stage 2 408 202 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 74 0 550 741 - - Mov Cap-2 Maneuver 74 0 - - - - Stage 1 354 0 - - - - Stage 2 362 0 - - - - Approach EB NB HCM Control Delay, s 19.2 0.7 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 SBL SBT SBR Capacity (veh/h) 741 - - 287 553 - - HCM Lane V/C Ratio 0.113 - - 0.115 0.004 - - HCM Control Delay (s) 10.5 - - 19.2 11.5 - - HCM Lane LOS B - - C B - - HCM 95th %tile Q(veh) 0.4 - - 0.4 0 - - HCM 2010 TWSC Short Total AM 1: Lemay & Garfield/Ambulance Ingress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 2 753 25 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length 50 - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 2 886 29 Major/Minor Major2 Conflicting Flow All 1248 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.14 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 - - Pot Cap-1 Maneuver 553 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 553 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0 HCM LOS Minor Lane/Major Mvmt Lanes and Geometrics Short Total AM 1: Lemay & Garfield/Ambulance Ingress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 100 0 50 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.885 0.995 Flt Protected 0.992 0.950 0.950 Satd. Flow (prot) 0 1635 0000 1770 3539 0 1770 3522 0 Flt Permitted 0.992 0.950 0.950 Satd. Flow (perm) 0 1635 0000 1770 3539 0 1770 3522 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 430 250 380 140 Travel Time (s) 9.8 5.7 7.4 2.7 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 1: Lemay & Garfield/Ambulance Ingress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 11 0 68 0 0 0 25 1074 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 95 90 95 90 90 90 95 95 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 0 72 0 0 0 26 1131 2 Major/Minor Minor2 Major1 Conflicting Flow All 2219 2786 807 1614 0 0 Stage 1 1601 1601 - - - - Stage 2 618 1185 - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - Pot Cap-1 Maneuver 37 18 324 400 - - Stage 1 151 164 - - - - Stage 2 500 261 - - - - Platoon blocked, % -- Mov Cap-1 Maneuver 34 0 324 400 - - Mov Cap-2 Maneuver 34 0 - - - - Stage 1 151 0 - - - - Stage 2 468 0 - - - - Approach EB NB HCM Control Delay, s 56.7 0.3 HCM LOS F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 SBL SBT SBR Capacity (veh/h) 400 - - 148 612 - - HCM Lane V/C Ratio 0.066 - - 0.562 0.004 - - HCM Control Delay (s) 14.6 - - 56.7 10.9 - - HCM Lane LOS B - - F B - - HCM 95th %tile Q(veh) 0.2 - - 2.8 0 - - HCM 2010 TWSC Short Total PM 1: Lemay & Garfield/Ambulance Ingress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 2 1500 33 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length 50 - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 90 95 95 Heavy Vehicles, % 2 2 2 Mvmt Flow 2 1579 35 Major/Minor Major2 Conflicting Flow All 1133 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.14 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 - - Pot Cap-1 Maneuver 612 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 612 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0 HCM LOS Minor Lane/Major Mvmt Lanes and Geometrics Short Total PM 1: Lemay & Garfield/Ambulance Ingress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 100 0 50 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.884 0.997 Flt Protected 0.993 0.950 0.950 Satd. Flow (prot) 0 1635 0000 1770 3539 0 1770 3529 0 Flt Permitted 0.993 0.950 0.950 Satd. Flow (perm) 0 1635 0000 1770 3539 0 1770 3529 0 Link Speed (mph) 30 30 35 35 Link Distance (ft) 489 297 390 150 Travel Time (s) 11.1 6.8 7.6 2.9 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 4: Lemay & Ambulance Egress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 4 1063 0 0 780 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 1251 0 0 918 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1710 625 0 0 1251 0 Stage 1 1251 - - - - - Stage 2 459 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 82 428 - - 552 - Stage 1 233 - - - - - Stage 2 603 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 82 428 - - 552 - Mov Cap-2 Maneuver 82 - - - - - Stage 1 233 - - - - - Stage 2 603 - - - - - Approach WB NB SB HCM Control Delay, s 13.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 428 552 - HCM Lane V/C Ratio - - 0.011 - - HCM Control Delay (s) - - 13.5 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Short Total AM 4: Lemay & Ambulance Egress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.865 Flt Protected Satd. Flow (prot) 1611 0 3539 0 0 3539 Flt Permitted Satd. Flow (perm) 1611 0 3539 0 0 3539 Link Speed (mph) 30 35 35 Link Distance (ft) 205 140 122 Travel Time (s) 4.7 2.7 2.4 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 4: Lemay & Ambulance Egress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 4 1085 0 0 1535 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 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 1206 0 0 1706 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2059 603 0 0 1206 0 Stage 1 1206 - - - - - Stage 2 853 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 48 442 - - 574 - Stage 1 246 - - - - - Stage 2 378 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 48 442 - - 574 - Mov Cap-2 Maneuver 48 - - - - - Stage 1 246 - - - - - Stage 2 378 - - - - - Approach WB NB SB HCM Control Delay, s 13.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 442 574 - HCM Lane V/C Ratio - - 0.01 - - HCM Control Delay (s) - - 13.2 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Short Total PM 4: Lemay & Ambulance Egress PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.865 Flt Protected Satd. Flow (prot) 1611 0 3539 0 0 3539 Flt Permitted Satd. Flow (perm) 1611 0 3539 0 0 3539 Link Speed (mph) 30 35 35 Link Distance (ft) 217 150 102 Travel Time (s) 4.9 2.9 2.0 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Short Total AM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 12 0 27 22 1 12 59 968 40 18 731 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1900 1788 1863 1937 1788 1863 1900 Adj Flow Rate, veh/h 14 0 0 26 1 0 69 1139 40 21 860 39 Adj No. of Lanes 110110121120 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 179 128 0 183 133 0 539 2925 1354 422 2846 129 Arrive On Green 0.07 0.00 0.00 0.07 0.07 0.00 0.83 0.83 0.83 0.83 0.83 0.83 Sat Flow, veh/h 1392 1863 0 1449 1937 0 592 3539 1639 454 3444 156 Grp Volume(v), veh/h 14 0 0 26 1 0 69 1139 40 21 442 457 Grp Sat Flow(s),veh/h/ln 1392 1863 0 1449 1937 0 592 1770 1639 454 1770 1830 Q Serve(g_s), s 0.8 0.0 0.0 1.5 0.0 0.0 2.6 7.1 0.4 1.1 5.0 5.0 Cycle Q Clear(g_c), s 0.9 0.0 0.0 1.5 0.0 0.0 7.6 7.1 0.4 8.1 5.0 5.0 Prop In Lane 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 179 128 0 183 133 0 539 2925 1354 422 1463 1513 V/C Ratio(X) 0.08 0.00 0.00 0.14 0.01 0.00 0.13 0.39 0.03 0.05 0.30 0.30 Avail Cap(c_a), veh/h 391 412 0 404 428 0 539 2925 1354 422 1463 1513 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 0.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.93 0.93 0.93 Uniform Delay (d), s/veh 37.7 0.0 0.0 37.9 37.3 0.0 2.6 1.9 1.3 2.9 1.7 1.7 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.3 0.0 0.0 0.5 0.4 0.0 0.2 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 0.6 0.0 0.0 0.5 3.5 0.2 0.2 2.5 2.6 LnGrp Delay(d),s/veh 37.9 0.0 0.0 38.3 37.3 0.0 3.1 2.3 1.4 3.2 2.2 2.2 LnGrp LOS D D D AAAAAA Approach Vol, veh/h 14 27 1248 920 Approach Delay, s/veh 37.9 38.2 2.3 2.2 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 88.1 10.9 88.1 10.9 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 70.0 18.0 70.0 18.0 Max Q Clear Time (g_c+I1), s 10.1 2.9 9.6 3.5 Green Ext Time (p_c), s 13.8 0.1 13.8 0.1 Intersection Summary HCM 2010 Ctrl Delay 2.9 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total AM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 75 24 75 24 Maximum Split (%) 75.8% 24.2% 75.8% 24.2% Minimum Split (s) 22 18 22 18 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 3 1.5 3 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7070 Flash Dont Walk (s) 10 12 10 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 1 76 1 76 End Time (s) 76 1 76 1 Yield/Force Off (s) 71 94 71 94 Yield/Force Off 170(s) 61 82 61 82 Local Start Time (s) 24 0 24 0 Local Yield (s) 94 18 94 18 Local Yield 170(s) 84 6 84 6 Intersection Summary Cycle Length 99 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 76 (77%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 122: Lemay & Garage Access/Doctors HCM 2010 Signalized Intersection Summary Short Total PM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 21 1 52 54 0 25 4 1053 32 18 1429 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1937 1937 1900 1788 1863 1937 1788 1863 1900 Adj Flow Rate, veh/h 22 1 2 57 0 0 4 1120 29 19 1520 5 Adj No. of Lanes 110110121120 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 179 42 85 181 149 0 304 2950 1366 425 3016 10 Arrive On Green 0.08 0.08 0.08 0.08 0.00 0.00 0.83 0.83 0.83 0.83 0.83 0.83 Sat Flow, veh/h 1395 551 1102 1447 1937 0 327 3539 1639 468 3618 12 Grp Volume(v), veh/h 22 0 3 57 0 0 4 1120 29 19 743 782 Grp Sat Flow(s),veh/h/ln 1395 0 1653 1447 1937 0 327 1770 1639 468 1770 1860 Q Serve(g_s), s 1.5 0.0 0.2 3.8 0.0 0.0 0.4 7.8 0.3 1.0 12.1 12.1 Cycle Q Clear(g_c), s 1.5 0.0 0.2 4.0 0.0 0.0 12.5 7.8 0.3 8.8 12.1 12.1 Prop In Lane 1.00 0.67 1.00 0.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 179 0 127 181 149 0 304 2950 1366 425 1475 1551 V/C Ratio(X) 0.12 0.00 0.02 0.32 0.00 0.00 0.01 0.38 0.02 0.04 0.50 0.50 Avail Cap(c_a), veh/h 307 0 279 313 327 0 304 2950 1366 425 1475 1551 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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.70 0.70 0.70 Uniform Delay (d), s/veh 43.6 0.0 43.0 44.8 0.0 0.0 4.2 2.0 1.4 3.1 2.4 2.4 Incr Delay (d2), s/veh 0.3 0.0 0.1 1.0 0.0 0.0 0.1 0.4 0.0 0.1 0.9 0.8 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 BackOfQ(50%),veh/ln 0.6 0.0 0.1 1.6 0.0 0.0 0.0 3.9 0.1 0.1 6.1 6.4 LnGrp Delay(d),s/veh 43.9 0.0 43.1 45.8 0.0 0.0 4.3 2.4 1.4 3.2 3.3 3.2 LnGrp LOS D D D AAAAAA Approach Vol, veh/h 25 57 1153 1544 Approach Delay, s/veh 43.8 45.8 2.4 3.2 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 97.2 12.8 97.2 12.8 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 83.0 16.0 83.0 16.0 Max Q Clear Time (g_c+I1), s 14.1 3.5 14.5 6.0 Green Ext Time (p_c), s 20.5 0.1 20.4 0.1 Intersection Summary HCM 2010 Ctrl Delay 4.1 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total PM 122: Lemay & Garage Access/Doctors PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 88 22 88 22 Maximum Split (%) 80.0% 20.0% 80.0% 20.0% Minimum Split (s) 22 18 22 18 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 3 1.5 3 Minimum Initial (s) 10 7 10 7 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7070 Flash Dont Walk (s) 10 12 10 12 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 84 62 84 62 End Time (s) 62 84 62 84 Yield/Force Off (s) 57 78 57 78 Yield/Force Off 170(s) 47 66 47 66 Local Start Time (s) 22 0 22 0 Local Yield (s) 105 16 105 16 Local Yield 170(s) 95 4 95 4 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 62 (56%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 122: Lemay & Garage Access/Doctors HCM 2010 Signalized Intersection Summary Short Total AM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 48 56 69 25 34 26 103 818 103 80 712 63 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1937 1900 1863 1937 1900 1788 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 56 66 30 29 40 0 121 962 113 94 838 68 Adj No. of Lanes 110110120120 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 190 132 60 145 205 0 527 2308 271 458 2394 194 Arrive On Green 0.11 0.11 0.11 0.11 0.11 0.00 0.05 0.73 0.73 0.05 0.72 0.72 Sat Flow, veh/h 1348 1249 568 1285 1937 0 1703 3182 374 1703 3309 269 Grp Volume(v), veh/h 56 0 96 29 40 0 121 535 540 94 448 458 Grp Sat Flow(s),veh/h/ln 1348 0 1817 1285 1937 0 1703 1770 1786 1703 1770 1808 Q Serve(g_s), s 3.9 0.0 4.9 2.2 1.9 0.0 1.7 11.8 11.8 1.3 9.3 9.3 Cycle Q Clear(g_c), s 5.8 0.0 4.9 7.1 1.9 0.0 1.7 11.8 11.8 1.3 9.3 9.3 Prop In Lane 1.00 0.31 1.00 0.00 1.00 0.21 1.00 0.15 Lane Grp Cap(c), veh/h 190 0 192 145 205 0 527 1283 1295 458 1280 1308 V/C Ratio(X) 0.29 0.00 0.50 0.20 0.20 0.00 0.23 0.42 0.42 0.21 0.35 0.35 Avail Cap(c_a), veh/h 286 0 322 236 343 0 599 1283 1295 532 1280 1308 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 0.00 1.00 1.00 1.00 0.00 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.0 0.0 41.7 45.0 40.3 0.0 3.3 5.3 5.3 3.6 5.1 5.1 Incr Delay (d2), s/veh 0.9 0.0 2.0 0.7 0.5 0.0 0.2 0.9 0.9 0.2 0.8 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 2.6 0.8 1.0 0.0 0.8 6.0 6.0 0.6 4.7 4.8 LnGrp Delay(d),s/veh 43.8 0.0 43.7 45.7 40.8 0.0 3.5 6.3 6.3 3.8 5.8 5.8 LnGrp LOS D D D D AAAAAA Approach Vol, veh/h 152 69 1196 1000 Approach Delay, s/veh 43.7 42.9 6.0 5.6 Approach LOS D D A A Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 87.2 15.0 7.7 87.3 15.0 Change Period (Y+Rc), s 4.0 5.5 5.5 4.0 5.5 5.5 Max Green Setting (Gmax), s 8.0 70.5 16.5 8.0 70.5 16.5 Max Q Clear Time (g_c+I1), s 3.7 11.3 7.8 3.3 13.8 9.1 Green Ext Time (p_c), s 0.1 9.5 0.4 0.1 9.5 0.4 Intersection Summary HCM 2010 Ctrl Delay 9.3 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total AM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st am adj lemay-doctors.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 12 76 22 12 76 22 Maximum Split (%) 10.9% 69.1% 20.0% 10.9% 69.1% 20.0% Minimum Split (s) 11 22.5 24.5 11 22.5 24.5 Yellow Time (s) 3 4 3.5 3 4 3.5 All-Red Time (s) 1 1.5 2 1 1.5 2 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 89 101 67 89 101 67 End Time (s) 101 67 89 101 67 89 Yield/Force Off (s) 97 61.5 83.5 97 61.5 83.5 Yield/Force Off 170(s) 97 51.5 83.5 97 51.5 83.5 Local Start Time (s) 22 34 0 22 34 0 Local Yield (s) 30 104.5 16.5 30 104.5 16.5 Local Yield 170(s) 30 94.5 16.5 30 94.5 16.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 67 (61%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 70: Lemay & Elizabeth HCM 2010 Signalized Intersection Summary Short Total PM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 94 47 105 109 64 89 102 967 39 40 1271 85 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.96 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1937 1900 1863 1937 1900 1788 1863 1900 1788 1863 1900 Adj Flow Rate, veh/h 102 51 38 118 70 49 111 1051 40 43 1382 88 Adj No. of Lanes 110110120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 205 177 132 230 180 126 296 2384 91 395 2282 145 Arrive On Green 0.17 0.17 0.17 0.17 0.17 0.17 0.05 0.69 0.69 0.04 0.68 0.68 Sat Flow, veh/h 1254 1025 764 1287 1043 730 1703 3473 132 1703 3374 214 Grp Volume(v), veh/h 102 0 89 118 0 119 111 535 556 43 723 747 Grp Sat Flow(s),veh/h/ln 1254 0 1788 1287 0 1774 1703 1770 1836 1703 1770 1819 Q Serve(g_s), s 8.9 0.0 4.9 9.9 0.0 6.7 2.2 15.4 15.4 0.8 25.3 25.6 Cycle Q Clear(g_c), s 15.6 0.0 4.9 14.8 0.0 6.7 2.2 15.4 15.4 0.8 25.3 25.6 Prop In Lane 1.00 0.43 1.00 0.41 1.00 0.07 1.00 0.12 Lane Grp Cap(c), veh/h 205 0 308 230 0 306 296 1215 1260 395 1197 1230 V/C Ratio(X) 0.50 0.00 0.29 0.51 0.00 0.39 0.38 0.44 0.44 0.11 0.60 0.61 Avail Cap(c_a), veh/h 249 0 371 275 0 368 339 1215 1260 456 1197 1230 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 0.00 1.00 1.00 0.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.5 0.0 40.8 47.2 0.0 41.5 9.0 8.0 8.0 5.8 10.0 10.1 Incr Delay (d2), s/veh 1.9 0.0 0.5 1.8 0.0 0.8 0.7 1.1 1.0 0.1 2.3 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 0.0 2.5 3.7 0.0 3.4 1.2 7.8 8.1 0.4 13.0 13.4 LnGrp Delay(d),s/veh 50.3 0.0 41.3 49.0 0.0 42.3 9.7 9.1 9.0 5.9 12.3 12.3 LnGrp LOS D D D D AAAABB Approach Vol, veh/h 191 237 1202 1513 Approach Delay, s/veh 46.1 45.7 9.1 12.1 Approach LOS D D A B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.1 87.9 24.0 7.0 89.0 24.0 Change Period (Y+Rc), s 4.0 5.5 5.5 4.0 5.5 5.5 Max Green Setting (Gmax), s 7.0 75.5 22.5 7.0 75.5 22.5 Max Q Clear Time (g_c+I1), s 4.2 27.6 17.6 2.8 17.4 16.8 Green Ext Time (p_c), s 0.1 15.3 0.7 0.0 15.8 0.8 Intersection Summary HCM 2010 Ctrl Delay 15.6 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total PM 70: Lemay & Elizabeth PVH Lemay Campus Expansion 11/17/2014 Synchro 8 Light Report Delich Associates st pm adj lemay-doctors.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 81 28 11 81 28 Maximum Split (%) 9.2% 67.5% 23.3% 9.2% 67.5% 23.3% Minimum Split (s) 11 22.5 24.5 11 22.5 24.5 Yellow Time (s) 3 4 3.5 3 4 3.5 All-Red Time (s) 1 1.5 2 1 1.5 2 Minimum Initial (s) 4 10 7 4 10 7 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) 10 12 10 12 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 77 88 49 77 88 49 End Time (s) 88 49 77 88 49 77 Yield/Force Off (s) 84 43.5 71.5 84 43.5 71.5 Yield/Force Off 170(s) 84 33.5 59.5 84 33.5 59.5 Local Start Time (s) 28 39 0 28 39 0 Local Yield (s) 35 114.5 22.5 35 114.5 22.5 Local Yield 170(s) 35 104.5 10.5 35 104.5 10.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 49 (41%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 70: Lemay & Elizabeth APPENDIX G Prospect Lemay Elizabeth y Robertson Garfield Doctors Lane Lemay Avenue Hospital Lane Doctors Poudre Trail SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Commercial area NW of the site Commercial Minimum B C C C B 1 Actual B C C C B Proposed B C C C B Commercial area north of the site Commercial Minimum B C C C B 2 Actual A C B C B Proposed A C B C B Medical office uses adjacent to the site Commercial Minimum B C C C B 3 Actual A C B C B Proposed A C B C B Residential area east of the site Residential Minimum B C C C B 4 Actual B C B C B Proposed B C B C B Residential area south of the site Residential Minimum B C C C B 5 Actual B C B C B Proposed B C B C B Residential area west/SW of the site Residential Minimum B C C C B 6 Actual B C C C B Proposed B C C C B Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Prospect Lemay Elizabeth y Robertson Garfield Doctors Lane Lemay Avenue Hospital Lane Doctors Poudre Trail SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES PVH Lemay Campus Expansion TIS, November 2014 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 Commercial area to the 1 NW of the site Commercial C B B 2 3 4 400 500 600 EB LT/T/RT AM 39 VPH AM 1850 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2541 VPH WB LT/T/RT PM 79 VPH 400 500 600 EB LT/T/RT AM 39 VPH AM 1813 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2503 VPH EB LT/T/RT PM 74 VPH 400 500 600 EB LT/T/RT AM 28 VPH AM 1912 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2636 VPH EB LT/T/RT PM 79 VPH 400 500 600 EB LT/T/RT AM 28 VPH AM 1876 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2594 VPH EB LT/T/RT PM 79 VPH 400 500 600 WB LT/T AM 44 VPH AM 2042 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2649 VPH WB LT/T PM 173 VPH 400 500 600 WB LT/T AM 34 VPH AM 1997 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2609 VPH WB LT/T PM 159 VPH 71/25 1059/1074 2/2 Doctors 35/79 58/51