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HARMONY & STRAUSS CABIN CONVENIENCE SHOPPING CENTER (FORMERLY HARMONY & I-25 NORTH) - FDP - FDP150030 - REPORTS - TRAFFIC STUDY (3)
HARMONY & STRAUSS CABIN CONVENIENCE SHOPPING CENTER TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO MARCH 2015 Prepared for: Post Modern Development 144 Mason Street, Unit 4 Fort Collins, CO 80524 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 ..-_rl/;1/.'__ Project #1486 TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 9 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 14 Background Traffic Projections ..................................................................................... 14 Trip Assignment ............................................................................................................ 14 Signal Warrants ............................................................................................................. 14 Geometry ...................................................................................................................... 22 Operation Analysis ........................................................................................................ 24 Pedestrian Level of Service ........................................................................................... 26 Bicycle Level of Service ................................................................................................ 32 Transit Level of Service ................................................................................................. 32 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 33 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 13 3. Short Range (2019) Background Peak Hour Operation .......................................... 27 4. Long Range (2035) Background Peak Hour Operation ........................................... 28 5. Short Range (2019) Total Peak Hour Operation ..................................................... 29 6. Long Range (2035) Total Peak Hour Operation ...................................................... 31 DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 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. Harmony & Strauss Cabin Convenience Shopping Center Site Plan ........................ 12 7. Trip Distribution ....................................................................................................... 15 8. Short Range (2019) Background Peak Hour Traffic ................................................ 16 9. Long Range (2035) Background Peak Hour Traffic................................................. 17 10. Short Range (2019) Site Generated Peak Hour Traffic ........................................... 18 11. Long Range (2035) Site Generated Peak Hour Traffic ............................................ 19 12. Short Range (2019) Total Peak Hour Traffic ........................................................... 20 13. Long Range (2035) Total Peak Hour Traffic ............................................................ 21 14. Short Range (2019) Geometry ................................................................................ 23 15. Long Range (2035) Geometry ................................................................................. 25 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. Long Range (2035) Background Peak Hour Operation G. Short Range (2019) Total Peak Hour Operation H. Long Range (2035) total Peak Hour Operation I. Pedestrian/Bicycle Level of Service DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Harmony & Strauss Cabin Convenience Shopping Center. The Harmony & Strauss Cabin Convenience Shopping Center site is located in the southeast quadrant of the Harmony/Strauss Cabin intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (Post Modern Development), the project engineer/planner (TST), and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the “Larimer County Urban Area Street Standards” (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Harmony & Strauss Cabin Convenience Shopping Center. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine morning and afternoon peak hour traffic volumes; • Conduct capacity and operational level of service analyses on key intersections; • Analyze signal warrants; • Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. This TIS addresses pertinent City staff comments contained in the “Harmony and I-25 North PDP 14:0022, Round Number 1” letter dated January 16, 2015. DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Harmony & Strauss Cabin Convenience Shopping Center site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The center of Fort Collins is to the northwest of the site. Roads The primary streets near the Harmony & Strauss Cabin Convenience Shopping Center site are Harmony Road, Strauss Cabin Road, Rock Creek Drive, and Kechter Road. The existing geometry at the Harmony/Strauss Cabin, Strauss Cabin/Rock Creek, and Kechter/Strauss Cabin intersections is shown in Figure 2. Harmony Road is to the north of (adjacent to) the Harmony & Strauss Cabin Convenience Shopping Center site. Harmony Road is an east-west street designated as a six-lane arterial street on the Fort Collins Master Street Plan. Currently, Harmony Road has a six-lane cross section, with auxiliary lanes at intersections. At the Harmony/Strauss Cabin intersection, Harmony Road has eastbound and westbound left-turn lanes, three through lanes in each direction, and a westbound right-turn lane. There are also right-turn acceleration lanes in both the eastbound and westbound directions. The Harmony/Strauss Cabin intersection has stop sign control on Strauss Cabin Road. The existing speed limit in this area is 55 mph. Strauss Cabin Road is to the west of (adjacent to) the Harmony & Strauss Cabin Convenience Shopping Center site. On the Fort Collins Master Street Plan, it is a north- south street designated as a two-lane arterial street south of Harmony Road and designated as a collector street north of Harmony Road. Currently, Strauss Cabin Road has a two-lane cross section with minimal shoulders, north of Harmony Road. Strauss Cabin Road intersects with Horsetooth Road one mile to the north. North of Harmony Road, Strauss Cabin Road (and Horsetooth Road) are not paved. Recent daily traffic volumes indicate that Strauss Cabin Road and Horsetooth Road meet paving requirements. South of Harmony Road, Strauss Cabin Road has a two-lane cross section with approximately 4 foot shoulders. At the Harmony/Strauss Cabin, Strauss Cabin/Rock Creek, and Kechter/Strauss Cabin intersections, Strauss Cabin Road has all northbound and southbound movements combined in single lanes. The existing speed limit in this area is 40 mph. DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 2 TIMNATH Harmony 25 Strauss Cabin Kechter CR5 Harmony & Strauss Cabin Convenience Shopping Center CR7 Horsetooth Ziegler Future Employment SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 4 Harmony Rock Creek Kechter - Denotes Lane - Right-turn Acceleration Lane Strauss Cabin Rock Creek Drive is to the south of the Harmony & Strauss Cabin Convenience Shopping Center site. Rock Creek Drive is an east-west street designated as a collector street on the Fort Collins Master Street Plan. Currently, Rock Creek Drive has a two-lane cross section west of Strauss Cabin Road. At the Strauss Cabin/Rock Creek intersection, Rock Creek Drive has an eastbound left-turn lane and an eastbound right- turn lane. The Strauss Cabin/Rock Creek intersection has stop sign control on Rock Creek Drive. Kechter Road is to the south of the Harmony & Strauss Cabin Convenience Shopping Center site. Kechter Road is an east-west street designated as a two-lane arterial street on the Fort Collins Master Street Plan. Currently, Kechter Road has a two-lane cross section, with auxiliary lanes at intersections. At the Kechter/Strauss Cabin intersection, Kechter Road has eastbound and westbound left-turn lanes and combined through/right-turn lanes in each direction. The Kechter/Strauss Cabin intersection has stop sign control on Strauss Cabin Road. Existing Traffic Figure 3 shows recent morning and afternoon peak hour traffic counts at the Harmony/Strauss Cabin, Strauss Cabin/Rock Creek, and Kechter/Strauss Cabin intersections. Recent morning and afternoon count data at the Harmony/Strauss Cabin intersection was obtained in March 2014. Recent peak hour count data at the Strauss Cabin/Rock Creek and Kechter/Strauss Cabin intersections was obtained in June 2014. Raw count data is provided in Appendix B. Since the counts were performed on different days, the volumes between the key intersections were averaged/balanced and are shown in Figure 4. Existing Operation Using the volumes shown in Figure 4, the Harmony/Strauss Cabin, Strauss Cabin/Rock Creek, and Kechter/Strauss Cabin intersections were evaluated and the morning and afternoon peak hour operation and calculated delay for levels of service E & F are displayed in Table 1. Calculation forms are provided in Appendix C. Currently, the Strauss Cabin/Rock Creek and Kechter/Strauss Cabin intersections operate at acceptable levels of service. At the Harmony/Strauss Cabin intersection, the minor street legs and the major street left-turn movement are experiencing significant delays in the peak hours. It was observed that the minor street left-turn and through movements utilize the median area to make two-step maneuvers. The intersection was evaluated using techniques provided in the 2010 Highway Capacity Manual (2010HCM). The Synchro software does not analyze two-step maneuvers at four- legged intersections using the 2010HCM and the 2010HCM techniques cannot analyze stop sign controlled intersections with more than 3 lanes. Therefore, the calculated delay may be exaggerated. A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual is provided in DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 5 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 6 3/3 2/1 113/46 8/6 0/2 26/14 3/9 1666/2206 6/26 32/53 1901/2001 38/72 Harmony Strauss Cabin 4/2 3/0 2/5 14/52 3/6 53/46 35/25 186/256 3/2 37/64 238/312 2/1 15/20 76/69 12/50 64/103 28/22 14/13 Rock Creek Kechter AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 7 3/4 2/2 106/65 8/6 1/3 26/14 3/9 1666/2206 7/33 32/53 1901/2001 52/91 Harmony Strauss Cabin 4/2 3/0 2/5 11/42 3/6 42/38 37/21 186/256 3/2 40/53 238/312 2/1 15/20 81/54 10/42 50/85 30/17 14/13 Rock Creek Kechter TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Harmony/Strauss Cabin (stop sign) NB LT/T/RT F (>300 secs) Volume exceeds capacity SB LT/T/RT Volume exceeds capacity Volume exceeds capacity EB LT E (35.3 secs) E (45.4 secs) WB LT E (38.3 secs) F (>300 secs) Strauss Cabin/Rock Creek (stop sign) EB LT B B EB RT A A EB APPROACH B B NB LT/T A A Kechter/Strauss Cabin (stop sign) NB LT/T/RT B B SB LT/T/RT C C EB LT A A WB LT A A DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 8 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. In this area, Harmony Road is considered to be an “Enhanced Travel Corridor.” The project site is in an “Employment District.” Given the existing and expected land uses along Harmony Road, the Harmony/Strauss Cabin intersection is in an area termed “all other areas.” In areas termed “all other areas,” acceptable operation at signalized intersections during the peak hours is defined as level of service D or better for the overall intersection, and level of service E or better for any leg or movement. The level of service threshold is E for any approach leg at stop sign controlled intersections along arterial streets. The Strauss Cabin/Rock Creek and Kechter/Strauss Cabin intersections are in an area termed “low density mixed use residential.” In areas termed “low density mixed use residential,” acceptable operation at signalized intersections during the peak hours is defined as level of service D or better for the overall intersection, and level of service D or better for any leg or movement. The level of service threshold for arterial/arterial and arterial/collector or local stop sign controlled intersections is level of service F or better for any approach leg. The level of service threshold for a collector/local stop sign controlled intersection is level of service C or better for any approach leg. Pedestrian Facilities There are sidewalks along both sides of Harmony Road, east of Strauss Cabin Road. There are no sidewalks along this section of Strauss Cabin Road, except for a small section on the west side of the road, adjacent to the Observatory Village neighborhood, and on the west side of the road, south of Kechter Road. There are sidewalks on both sides of Kechter Road, west of Strauss Cabin Road. Bicycle Facilities Bicycle lanes exist on both sides of Harmony Road and on both sides of Kechter Road, west of Strauss Cabin Road. There are no bicycle lanes on Strauss Cabin Road. Transit Facilities Currently, Transfort does not serve this area of Fort Collins. DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The Harmony & Strauss Cabin Convenience Shopping Center is a proposed commercial development. Figure 5 shows the site plan of the Harmony & Strauss Cabin Convenience Shopping Center site. There are two areas shown in Figure 5. These are labeled as the Harmony & Strauss Cabin Convenience Shopping Center and Future Employment (Weitzel’s Pond #1). The Harmony & Strauss Cabin Convenience Shopping Center will consist of retail, restaurant, and commercial uses, and will be constructed in the short range (2019) future. Figure 6 shows the site plan for the Harmony & Strauss Cabin Convenience Shopping Center. In the short range (2019) future, the Future Employment portion consists of the draining and filling of the ponds. This operation does not require a TIS and is not specifically addressed. In the short range (2019) future, there will be one full-movement access to/from Strauss Cabin Road with the construction of the Harmony & Strauss Cabin Convenience Shopping Center. The short range analysis (Year 2019) includes development of the Harmony & Strauss Cabin Convenience Shopping Center and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The Future Employment portion will have employment type commercial land uses. They are not part of this PDP. These parcels are included in the long range (2035) analyses. In the long range (2035) future, there will be four accesses to/from Strauss Cabin Road. There will be two full-movement accesses, one right-in/right- out/left-in access (3/4 Access), and one right-in/right-out access (Hacienda Drive). The full-movement Hacienda Drive, to/from the Harmony & Strauss Cabin Convenience Shopping Center in the short range (2019) future, will become right-in/right-out in the long range (2035) future. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9 th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at this site. Table 2 shows the weekday daily, morning, and afternoon peak hour trip generation for the Harmony & Strauss Cabin Convenience Shopping Center. In the short range (2019) future, with development of the Harmony & Strauss Cabin Convenience Shopping Center, the site will generate approximately 6,230 weekday vehicle trip ends, 312 morning peak hour vehicle trip ends, and 520 afternoon peak hour vehicle trip ends. The bottom of Table 2 shows a trip generation estimate for the south parcels with employment land uses. At full development, the Harmony & Strauss Cabin Convenience Shopping Center and the Future Employment land uses will generate the following traffic: 10,366 weekday vehicle trip ends, 897 morning peak hour vehicle trip ends, and 1,079 afternoon peak hour vehicle trip ends. DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 10 SCALE: 1"=400' SITE PLAN Figure 5 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 11 Access A 3/4 Access Access B Harmony & Strauss Cabin Convenience Shopping Center Future Employment (Weitzel Pond #1) SCALE: 1"=100' HARMONY & STRAUSS CABIN CONVENIENCE SHOPPING CENTER SITE PLAN Figure 6 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 12 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Harmony & Strauss Cabin Convenience Shopping Center Bldg. 1 931 Quality Restaurant 5.5 KSF 89.95 494 0.66 4 0.15 1 5.02 28 2.47 13 Bldg. 2 931 Quality Restaurant 4.9 KSF 89.95 440 0.66 3 0.15 1 5.02 25 2.47 12 Bldg. 3 912 Bank 4.1 KSF 148.15 608 6.89 28 5.19 21 12.15 50 12.15 50 Bldg. 4 826 Retail 3.3 KSF 44.32 146 0.76 2 0.60 2 1.19 4 1.52 5 932 Sit-down Restaurant 2.7 KSF 127.15 344 5.95 16 4.86 13 5.91 16 3.94 11 Bldg. 5 932 Sit-down Restaurant 7.8 KSF 127.15 992 5.95 46 4.86 38 5.91 46 3.94 31 826 Retail 4.4 KSF 44.32 196 0.76 3 0.60 3 1.19 5 1.52 7 Bldg. 6 826 Retail 4.4 KSF 44.32 196 0.76 3 0.60 3 1.19 5 1.52 7 931 Quality Restaurant 7.8 KSF 89.95 702 0.66 5 0.15 1 5.02 39 2.47 19 Bldg. 7 826 Retail 4.5 KSF 44.32 200 0.76 3 0.60 3 1.19 5 1.52 7 932 Sit-down Restaurant 2.7 KSF 127.15 344 5.95 16 4.86 13 5.91 16 3.94 11 Bldg. 8 826 Retail 7.2 KSF 44.32 320 0.76 5 0.60 4 1.19 9 1.52 11 Bldg. 9 932 Sit-down restaurant 2.7 KSF 127.15 344 5.95 16 4.86 13 5.91 16 3.94 11 826 Retail 2.7 KSF 44.32 120 0.76 2 0.60 2 1.19 3 1.52 4 Bldg. 10 932 Sit-down restaurant 2.7 KSF 127.15 344 5.95 16 4.86 13 5.91 16 3.94 11 826 Retail 2.7 KSF 44.32 120 0.76 2 0.60 2 1.19 3 1.52 4 Bldg. 11 826 Retail 7.2 KSF 44.32 320 0.76 5 0.60 4 1.19 9 1.52 11 Harmony & Strauss Cabin Convenience Shopping Center Subtotal 6230 175 137 295 225 Future Employment 8.49 Acre Parcel (Middle Portion of Site) 710 General office 86.0 KSF 11.03 948 1.37 118 0.19 16 0.25 22 1.24 107 28.41 Acre Parcel (South Portion of Site) 710 General office 289.0 KSF 11.03 3188 1.37 396 0.19 55 0.25 72 1.24 358 Future Employment Subtotal 4136 514 71 94 465 Total 10,366 689 208 389 690 DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 13 Trip Distribution Directional distribution of the generated trips was determined for the Harmony & Strauss Cabin Convenience Shopping Center site. Figure 7 shows the vehicle trip distribution used for the Harmony & Strauss Cabin Convenience Shopping Center site. The trip distribution was discussed and agreed to in the scoping exercise. Background Traffic Projections Figure 8 shows the short range (2019) background morning and afternoon peak hour vehicle traffic projections at the key intersections. Short range (2019) background traffic forecasts were developed by factoring the existing traffic by two percent per year and adding site generated traffic from the Banner Hospital, Costco, and McClelland’s Creek. For the long range (2035) future, the site generated traffic volumes from various properties in the area were used in addition to a one percent per year general increase in background traffic. Figure 9 shows the long range (2035) background peak hour traffic at the key intersections. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Using the trip distribution shown in Figure 7, Figures 10 and 11 show the assignment of the short range (2019) and long range (2035) site generated peak hour traffic, respectively. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the key intersections. Figures 12 and 13 show the short range (2019) and long range (2035) total peak hour traffic at the key intersections, respectively. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices (MUTCD). While the Harmony/Strauss Cabin intersection does not currently meet peak hour signal warrants, using the forecasted short range (2019) background and total traffic, the peak hour signal warrants will be met. It is recommended that this intersection be signalized in/by the short range (2019) future. Short range (2019) and long range (2035) peak hour signal warrants for the Harmony/Strauss Cabin and Kechter/Strauss Cabin intersections are provided in Appendix D. The Kechter/Strauss Cabin intersection will not meet the peak hour signal warrant in the short range (2019) total future. The Kechter/Strauss Cabin intersection will not meet the peak hour signal warrant in the long range (2035) background future. However, the Kechter/Strauss Cabin intersection will meet the peak hour signal warrant in the long range (2035) total future (afternoon peak hour). This intersection is a candidate DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 14 Harmony Strauss Cabin Kechter 40% 35% Short Range Long Range 30% 30% 5% 10% NOM NOM 10% 10% 10% 10% 5% 5% Rock Creek SCALE: 1"=1000' TRIP DISTRIBUTION Figure 7 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 15 AM/PM SHORT RANGE (2019) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 16 Harmony Strauss Cabin 12/6 9/3 6/15 14/53 9/18 60/96 45/26 226/311 9/6 112/95 290/380 6/3 73/54 109/70 12/47 61/112 33/20 31/68 Rock Creek Kechter 3/4 3/3 136/83 9/7 1/4 29/15 3/10 1937/2593 8/36 35/59 2201/2350 64/119 LONG RANGE (2035) BACKGROUND PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 17 Harmony Strauss Cabin 40/30 25/15 25/15 40/65 15/30 80/125 70/35 315/430 25/45 135/105 400/525 10/25 75/55 140/100 15/50 90/135 35/25 35/70 Rock Creek Kechter 5/5 10/20 160/100 60/45 15/10 235/185 35/70 2145/2890 10/35 125/270 2465/2595 80/140 AM/PM Rounded to Nearest 5 Vehicles AM/PM SHORT RANGE (2019) SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 18 Harmony Strauss Cabin Rock Creek Kechter 0/-3 138/247 -1/-1 37/48 111/193 26/32 Hacienda 11/12 10/11 14/18 15/19 29/37 5/6 21/23 7/10 59/98 4/6 47/88 7/9 -16/-51 72/127 -17/-50 59/108 LONG RANGE (2035) SITE GENERATED PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 19 Strauss Cabin 149/24 374/291 66/182 31/6 24/158 34/85 Access A 3/4 Access 34/82 30/5 115/61 50/9 4/27 10/63 Access B Hacienda 523/315 119/250 44/291 46/49 Harmony 77/255 17/58 69/228 65/28 64/87 119/22 80/81 39/7 17/107 132/55 Rock Creek Kechter AM/PM 18/58 17/58 66/27 66/28 9/29 35/116 33/15 -17/-50 214/136 -16/-51 244/151 AM/PM SHORT RANGE (2019) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 20 Harmony 12/6 Strauss Cabin 9/3 6/15 25/65 9/18 70/107 60/45 226/311 9/6 126/113 290/380 6/3 73/54 138/107 17/53 82/135 40/30 31/68 Rock Creek Kechter 62/102 7/9 183/171 9/7 8/13 29/15 3/10 1921/2542 80/163 35/59 2184/2300 123/227 73/156 138/247 141/89 37/48 111/193 26/32 Hacienda LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 13 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 21 Strauss Cabin 255/210 375/290 240/310 30/5 25/160 35/85 Access A 3/4 Access 140/265 30/5 290/190 50/10 5/25 10/65 Access B Hacienda 630/500 220/420 45/50 120/250 Harmony 85/260 25/80 230/330 60/45 80/40 235/185 35/70 2130/2840 255/185 125/270 2450/2545 295/275 AM/PM Rounded to Nearest 5 Vehicles 170/270 120/25 255/205 40/10 15/110 40/30 25/15 25/15 60/125 15/30 95/185 135/65 315/430 25/45 200/135 400/525 DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 22 for roundabout control, since it is not likely that it will meet other signal warrants. It will be analyzed with both stop sign and roundabout control in the short range (2019) future and just roundabout control in the long range (2035) future. Geometry The following geometric evaluations utilize the short range (2019) total peak hour traffic forecasts (Figure 12) and the long range (2035) total peak hour traffic forecasts (Figure 13). The short range (2019) geometry is shown in Figure 14. The cross section of Strauss Cabin Road should have a center left-turn lane, one through lane in each direction, and bicycle lanes. The center left-turn lane is a requirement on all arterial streets. This would be true for both the background and total traffic forecasts. Right- turn lanes were evaluated using Figure 8-4 in LCUASS. As mentioned earlier, Hacienda Drive will allow full-turning movements as a temporary condition until Access A is constructed and internal circulation within the Harmony & Strauss Cabin Convenience Shopping Center and Future Employment is provided. The distance between Harmony Road and Hacienda Drive is approximately 530 feet, stop bar to stop bar. The storage requirement for the northbound left-turn lane approaching Harmony Road is 130-170 feet (minimum-desirable). The longest calculated queue is 143 feet. At the Strauss Cabin/Hacienda intersection, the storage requirement for the southbound left-turn lane is 200 feet or more, according to Figure 8-2 in LCUASS. The calculated 95th percentile queue is less than one vehicle or 25 feet. Based upon the SYNCHRO queue analysis, it appears that the length of the southbound left-turn lane (LCUASS, Figure 8-2) is excessive. Based upon research, it is recommended that this lane provide 125 feet of storage. At a design speed of 50 mph, the bay tapers are 200 feet for a 12 foot lane. The bay tapers can be coincidental. Using the desirable northbound storage requirement, the bay taper and storage is 495 feet (170’ + 125’ + 200’). This will fit in the available 530 feet. However, there will be no provision for deceleration (435 feet, including bay taper, at 50 mph) in this segment. Since full movement at the Strauss Cabin/Hacienda intersection is temporary, it is recommended/requested that the deceleration component be waived. When the Strauss Cabin/Access A intersection is built, along with internal circulation within the overall development, the Hacienda Drive will be changed to right-in/right-out. In the short range (2019) future, northbound right-turn volumes at Hacienda Drive meet the right-turn lane threshold criterion in the morning peak hour. In the long range (2035) future, the right-turn lane will also be required at the Hacienda Drive. It is recommended that this lane be installed when this intersection is built. At the Strauss Cabin/Rock Creek intersection, a southbound right-turn lane is required in the afternoon peak hour with the short range (2019) background traffic. Currently, there is a short (substandard) right-turn lane at this intersection. Since Strauss Cabin Road is an arterial street, it should have left-turn lanes at intersections regardless of what the traffic volumes are at any given intersection. Therefore, a northbound left-turn lane is required SHORT RANGE (2019) GEOMETRY Figure 14 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 23 Harmony Strauss Cabin Rock Creek Hacienda - Proposed Lane - Right-turn Acceleration Lane - Existing Lane Strauss Cabin Kechter Strauss Cabin Kechter OR STOP OR DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 24 at the Strauss Cabin/Rock Creek intersection and a southbound left-turn lane is required at the Kechter/Strauss Cabin intersection. This development adds no traffic to the northbound left-turn movement and some traffic to the southbound right-turn movement at the Strauss Cabin/Rock Creek intersection. At the Kechter/Strauss Cabin intersection, a westbound right-turn lane is also shown to be required with the short range (2019) background traffic. As mentioned earlier, this intersection will be analyzed with stop sign control and roundabout control. However, the south leg of Strauss Cabin Road is a local street and a northbound left-turn lane is not required on this leg. With the current stop sign control and implementation of a southbound left-turn lane, lane alignment may be problematic unless improvements are made on the south leg. An alternative improvement would be to build a right-turn lane and have southbound left turns and through traffic in the existing single lane. As discussed under “Operation Analysis,” this intersection meets the level of service criterion without any geometric improvements. There is merit in building a roundabout at this location. That decision rests with the City. If roundabout control is expected in the next year or so, then it is recommended that no geometric improvements be made at this intersection. If roundabout control is not expected for some time, then it is recommended that the required westbound right-turn lane and the southbound right-turn lane be constructed. The long range (2035) geometry is shown in Figure 15. Much of the verbiage related to the short range (2019) geometry is applicable in the long range (2035) future. The following discussion pertains to the long range (2035) geometry on Strauss Cabin Road between Harmony Road and Access A. The distance between Harmony Road and Access A is approximately 1200 feet, stop bar to stop bar. The storage requirement for the dual northbound left-turn lanes is 200-260 feet (minimum-desirable). The calculated longest 95th percentile queue is 173 feet. With stop sign control at Access A, the storage requirement for the southbound left-turn lane is 200 feet or more, according to Figure 8-2 in LCUASS. The calculated longest 95th percentile queue is less than two vehicles or 50 feet. At the design speed of 50 mph, the bay tapers are 200 feet for a 12 foot lane. The bay tapers can be coincidental. At a design speed of 50 mph (arterial street), the deceleration component for the left turns is 435 feet, including bay tapers. With the coincidental bay tapers, both the storage component and the deceleration component for the northbound and southbound left-turn lanes can be provided in the available 1200 feet. Details with regard to the design should be done at an appropriate time when the PDP for the employment parcels to the south go through the development review process. Roundabout control at the Kechter/Strauss Cabin intersection is recommended. Operation Analysis Operation analyses were performed at the key intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2019 condition, and for the long range analysis, reflecting a year 2035 condition. Under the short range (2019) and long range (2035) conditions, the calculated delay for each movement and leg is provided when the level of service falls in the LOS D, LOS E, or LOS F categories. LONG RANGE (2035) GEOMETRY Figure 15 DELICH ASSOCIATES Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 Page 25 3/4 Access Access B Harmony Rock Creek Strauss Cabin Kechter - Proposed Lane - Right-turn Acceleration Lane - Existing Lane Access A RT Access Using the short range (2019) background morning and afternoon peak hour traffic volumes, the key intersections operate as indicated in Table 3. The short range (2019) operation analyses were conducted with the existing stop sign control at all intersections. The Strauss Cabin/Rock Creek intersection and Kechter/Strauss Cabin intersection were analyzed with the existing geometry and the required geometry noted in Table 3. Calculation forms for these analyses are provided in Appendix E. At the Harmony/Strauss Cabin intersection, the minor street legs and the major street left-turn movements will experience delays that are commensurate with level of service E and F. This intersection would operate acceptably with signalization. Using the long range (2035) background morning and afternoon peak hour traffic volumes, the key intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. Under the long range (2035) background traffic condition, the Harmony/Strauss Cabin intersection was analyzed with signal control and minimal geometric improvements in order to achieve acceptable operation. The additional lanes (geometry) are: northbound/southbound left-turn lanes and northbound/southbound through/right-turn lanes. The Strauss Cabin/Rock Creek intersection was analyzed with a northbound left-turn lane and a southbound right-turn lane. The Kechter/Strauss Cabin intersection was analyzed with roundabout control. Using the traffic volumes shown in Figure 12, the key intersections operate in the short range (2019) total condition as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The key intersections operate acceptably during the peak hours. The key intersections will meet the Fort Collins operational criteria with the geometry shown in Figure 14. The Kechter/Strauss Cabin intersection was analyzed with stop sign and roundabout control. Under stop sign control, a number of geometric options were evaluated and are shown in Table 5. It is important to note that all of these meet the Fort Collins level of service criterion for an intersection in a “low density mixed-use residential” area. The level of service threshold for arterial/arterial stop sign controlled intersections is level of service F or better for any approach leg. As mentioned earlier, there is merit in building a roundabout at this location and is recommended. Using the traffic volumes shown in Figure 13, the key intersections operate in the long range (2035) total condition as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The site access intersections operate acceptably during the peak hours. The key intersections will meet the Fort Collins operational criteria with the geometry shown in Figure 15. The Kechter/Strauss Cabin intersection was analyzed with roundabout control. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Harmony & Strauss Cabin Convenience Shopping Center site. The Harmony & Strauss Cabin Convenience Shopping Center site is located within an area termed as an “activity center DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 26 TABLE 3 Short Range (2019) Background Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (stop sign) NB LT/T/RT F (250.2 secs) F (300+ secs) SB LT/T/RT F (300+ secs) E (39.7 secs) EB LT E (49.5 secs) F (73.8 secs) WB LT F (74.0 secs) F (300+ secs) Harmony/Strauss Cabin (signal) EB LT A A EB T B B EB T/RT B B EB APPROACH B B WB LT A D (36.5 secs) WB T B A WB RT A A WB APPROACH B A NB LT/T/RT D (39.6 secs) D (51.0 secs) SB LT/T/RT D (41.0 secs) D (52.3 secs) OVERALL B A Strauss Cabin/Rock Creek (stop sign) (current geometry) EB LT B B EB RT A A EB APPROACH B B NB LT/T A A Strauss Cabin/Rock Creek (stop sign) (with the required NB LT lane & SB RT lane) EB LT B B EB RT A A EB APPROACH B B NB LT A A Kechter/Strauss Cabin (stop sign) (current geometry) NB LT/T/RT C C SB LT/T/RT C E (38.2 secs) EB LT A A WB LT A A Kechter/Strauss Cabin (stop sign) (with the required WB RT lane) NB LT/T/RT C B SB LT/T/RT C D (32.2 secs) EB LT A A WB LT A A DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 27 TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT E (60.8 secs) E (62.5 secs) EB T C C EB RT A A EB APPROACH C D (35.0 secs) WB LT E (57.7 secs) E (71.2 secs) WB T C B WB RT A A WB APPROACH C B NB LT D (48.9 secs) D (53.8 secs) NB T D (53.6 secs) E (64.1 secs) NB RT A A NB APPROACH D (52.1 secs) E (62.1 secs) SB LT D (46.0 secs) E (72.8 secs) SB T/RT D (38.8 secs) D (49.1 secs) SB APPROACH D (45.6 secs) E (71.5 secs) OVERALL C C Strauss Cabin/Rock Creek (stop sign) EB LT B B EB RT A A EB APPROACH B B NB LT A A Kechter/Strauss Cabin (roundabout) EB LT/T/RT A B WB LT/T/RT B B NB LT/T/RT A A SB LT/T/RT A B OVERALL B B DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 28 TABLE 5 Short Range (2019) Total Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT A B EB T B C EB RT A B EB APPROACH B C WB LT B D (54.2 secs) WB T A B WB RT A A WB APPROACH A B NB LT D (46.0 secs) D (53.0 secs) NB T D (41.4 secs) D (43.8 secs) NB RT A A NB APPROACH D (45.6 secs) D (52.2 secs) SB LT D (43.3 secs) D (44.8 secs) SB T/RT D (41.5 secs) D (44.0 secs) SB APPROACH D (42.9 secs) D (44.4 secs) OVERALL B C Strauss Cabin/Hacienda (stop sign) WB LT/RT B B SB LT A A Strauss Cabin/Rock Creek (stop sign) (current geometry) EB LT B B EB RT A A EB APPROACH B B NB LT/T A A Strauss Cabin/Rock Creek (stop sign) (with the required NB LT lane & SB RT lane) EB LT B B EB RT A A EB APPROACH B B NB LT A A Continued on next page DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 29 Continued from previous page TABLE 5 Short Range (2019) Total Peak Hour Operation Intersection Movement Level of Service AM PM Kechter/Strauss Cabin (stop sign) (current geometry) NB LT/T/RT C C SB LT/T/RT D (25.0 secs) F (56.0 secs) EB LT A A WB LT A A Kechter/Strauss Cabin (stop sign) (with the required WB RT lane) NB LT/T/RT C C SB LT/T/RT C E (43.1 secs) EB LT A A WB LT A A Kechter/Strauss Cabin (stop sign) (with the required WB RT lane and a SB RT lane) NB LT/T/RT C C SB LT/T C E (40.8 secs) SB RT B B SB APPROACH C D (30.8 secs) EB LT A A WB LT A A Kechter/Strauss Cabin (roundabout) EB LT/T/RT A A WB LT/T/RT A B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 30 TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT E (60.8 secs) E (76.3 secs) EB T C D (39.2 secs) EB RT B A EB APPROACH C D (38.5 secs) WB LT E (56.7 secs) E (75.8 secs) WB T B C WB RT A A WB APPROACH C C NB LT D (53.4 secs) E (65.1 secs) NB T E (57.2 secs) E (75.4 secs) NB RT A A NB APPROACH D (54.2 secs) E (67.5 secs) SB LT D (53.4 secs) E (66.4 secs) SB T D (54.4 secs) E (74.7 secs) SB RT A A SB APPROACH D (53.6 secs) E (67.9 secs) OVERALL C C Strauss Cabin/Hacienda (RT-in/RT-out) WB RT B C Strauss Cabin/Access A (stop sign) WB LT D (27.6 secs) D (25.8 secs) WB RT A B WB APPROACH C C SB LT A A Strauss Cabin/¾ Access (RT-in/RT-out/LT-in) WB RT A B SB LT A A Strauss Cabin/Access B (stop sign) WB LT B B WB RT A A WB APPROACH B B SB LT A A Strauss Cabin/Rock Creek (stop sign) EB LT B B EB RT A B EB APPROACH B B NB LT/T A A Kechter/Strauss Cabin (roundabout) EB LT/T/RT B C WB LT/T/RT C C NB LT/T/RT A A SB LT/T/RT A C OVERALL B C DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 31 & corridor,” which sets the level of service threshold at LOS B & C for all measured factors. There are two destination areas within 1320 feet of the proposed Harmony & Strauss Cabin Convenience Shopping Center: 1) the transfer station and 2) the commercial area east of the site. Sidewalks exist along both sides of Harmony Road, east of Strauss Cabin Road. It is expected that the Harmony & Strauss Cabin Convenience Shopping Center will construct sidewalks along its frontage of Strauss Cabin Road, as well as within the development itself. The pedestrian crossing distance of Harmony Road is ≥60 feet for the westbound travel lanes. FC Moves mentioned the possibility of a pedestrian underpass. This may be problematic due to groundwater issues. Appendix I contains a Pedestrian LOS Worksheet. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Harmony & Strauss Cabin Convenience Shopping Center: 1) the commercial area east of the site. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix I. Transit Level of Service Currently, Transfort does not serve this area of Fort Collins. DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 32 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Harmony & Strauss Cabin Convenience Shopping Center development on the short range (2019) and long range (2035) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Harmony & Strauss Cabin Convenience Shopping Center site is feasible from a traffic engineering standpoint. In the short range (2019) future, with development of the Harmony & Strauss Cabin Convenience Shopping Center, the site will generate approximately 6,230 weekday vehicle trip ends, 312 morning peak hour vehicle trip ends, and 520 afternoon peak hour vehicle trip ends. At full development, the Harmony & Strauss Cabin Convenience Shopping Center and the Future Employment land uses will generate the following traffic: 10,366 weekday vehicle trip ends, 897 morning peak hour vehicle trip ends, and 1,079 afternoon peak hour vehicle trip ends. • Currently, the Strauss Cabin/Rock Creek and Kechter/Strauss Cabin intersections operate at acceptable levels of service. At the Harmony/Strauss Cabin intersection, the minor street legs and the major street left-turn movement are experiencing significant delays in the peak hours. It was observed that the minor street left-turn and through movements utilize the median area to make two-step maneuvers. • With development of the Harmony & Strauss Cabin Convenience Shopping Center, the peak hour signal warrant will be met at the Harmony/Strauss Cabin intersection in the short range (2019) future. It is recommended that this intersection be signalized. The Kechter/Strauss Cabin intersection will meet the peak hour signal warrant in/by the long range (2035) future. Signalization is not recommended at this intersection. This intersection is a candidate for roundabout control and is recommended. The decision with regard to intersection control rests with the City of Fort Collins. • The short range (2019) and long range (2035) geometry is shown in Figures 14 and 15, respectively. Refer to the detailed discussion with regard to intersection geometry on pages 22 and 24. • In the short range (2019) future, given development of the Harmony & Strauss Cabin Convenience Shopping Center and an increase in background traffic, the key intersections operate acceptably during the peak hours. At the Harmony/Strauss Cabin intersection, acceptable operation is achieved with signalization and the geometry improvements shown in Figure 14. These improvements are: 1) eastbound right-turn lane; 2) northbound left-turn lane; 3) northbound right-turn lane; and 4) southbound left-turn lane. As an arterial street, Strauss Cabin Road will require a center left-turn lane. At the Strauss Cabin/Rock Creek intersection, the Harmony & Strauss Cabin Convenience DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 33 Shopping Center contributes no traffic to the northbound left-turn movement and some traffic to the southbound right-turn movement. At the Kechter/Strauss Cabin intersection, the Harmony & Strauss Cabin Convenience Shopping Center contributes some traffic to the westbound right-turn movement that will exceed the turn-lane threshold. At the Kechter/Strauss Cabin intersection with stop sign control, the recommended additional auxiliary lanes are a westbound right-turn lane and a southbound right-turn lane. If the City determines that a roundabout at this intersection is desired in the short range (2019) future, there is merit in not building the auxiliary lanes at this intersection with stop sign control. • In the long range (2035) future, given development of the Harmony & Strauss Cabin Convenience Shopping Center and an increase in background traffic, the key intersections operate acceptably during the peak hours. At the Harmony/Strauss Cabin intersection, acceptable operation is achieved with the geometric improvements shown in Figure 15. The additional improvements (beyond those shown in Figure 14) are: 1) dual northbound left-turn lanes; 2) dual westbound left-turn lanes; 3) southbound right-turn lane; and 4) dual southbound left-turn lanes. • Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. DELICH Harmony & Strauss Cabin Convenience Shopping Center TIS, March 2015 ASSOCIATES Page 34 APPENDIX A TIMNATH Harmony 25 Strauss Cabin Kechter CR5 Harmony/I-25 Project PDP CR7 Horsetooth SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, November 2014 Page 3 SCALE: 1"=400' SITE PLAN Figure 5 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, November 2014 Page 11 SCALE: 1"=100' PDP NORTH SITE PLAN Figure 6 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, November 2014 Page 12 Bldg. A Office Bldg. B Bldg. C Bldg. D Bldg. E Bldg. F Bldg. G Bldg. H Bldg. I Bldg. J Restaurant Retail Retail Restaurant Retail Retail Office Restaurant Restaurant DELICH Harmony/I-25 Project PDP TIS, November 2014 ASSOCIATES Page 12 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out PDP North Bldg. A 710 General office 12.0 KSF 11.03 132 1.37 16 0.19 2 0.25 3 1.24 15 Bldg. B 932 Sit-down restaurant 8.0 KSF 127.15 1018 5.95 48 4.86 39 5.91 47 3.94 32 Bldg. C 826 Retail 6.0 KSF 44.32 266 0.76 5 0.60 4 1.19 7 1.52 9 Bldg. D 826 Retail 6.0 KSF 44.32 266 0.76 5 0.60 4 1.19 7 1.52 9 Bldg. E 932 Sit-down restaurant 7.0 KSF 127.15 890 5.95 42 4.86 34 5.91 41 3.94 28 Bldg. F 826 Retail 6.0 KSF 44.32 266 0.76 5 0.60 4 1.19 7 1.52 9 Bldg. G 826 Retail 6.0 KSF 44.32 266 0.76 5 0.60 4 1.19 7 1.52 9 Bldg. H 710 General office 12.0 KSF 11.03 132 1.37 16 0.19 2 0.25 3 1.24 15 Bldg. I 932 Sit-down restaurant 6.0 KSF 127.15 762 5.95 36 4.86 29 5.91 35 3.94 24 Bldg. J 932 Sit-down restaurant 8.0 KSF 127.15 1018 5.95 48 4.86 39 5.91 47 3.94 32 PDP North Subtotal 5016 226 161 204 182 PDP South 8.49 Acre Parcel (Middle Portion of Site) 710 General office 86.0 KSF 11.03 948 1.37 118 0.19 16 0.25 22 1.24 107 28.41 Acre Parcel (South Portion of Site) 710 General office 289.0 KSF 11.03 3188 1.37 396 0.19 55 0.25 72 1.24 358 PDP South Subtotal 4136 514 71 94 465 Total 9152 740 232 298 647 Harmony Strauss Cabin Kechter 40% 40% Short Range Long Range 30% 30% 5% 10% NOM NOM 10% 10% 10% 5% 5% 5% Rock Creek SCALE: 1"=1000' TRIP DISTRIBUTION Figure 7 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, November 2014 Page 13 APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/13/2014 Observer: Andy Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Harmony/Strauss Cabin S = straight L = left turn Time Northbound: Strauss Cabin Southbound: Strauss Cabin Total Eastbound: Harmony Westbound: Harmony Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:15 0 1 17 18 7 0 0 7 25 0 423 0 423 15 457 4 476 899 924 7:30 1 0 40 41 3 0 1 4 45 2 461 1 464 6 424 8 438 902 947 7:45 2 0 32 34 5 0 3 8 42 1 449 4 454 9 493 15 517 971 1013 8:00 0 1 24 25 11 0 4 15 40 0 333 1 334 8 527 5 540 874 914 # 8:15 0 1 11 12 3 0 1 4 16 1 336 3 340 5 556 6 567 907 923 # 8:30 1 1 14 16 5 0 0 5 21 0 303 3 306 10 418 4 432 738 759 # 7:15-8:15 3 2 113 118 26 0 8 34 152 3 1666 6 1675 38 1901 32 1971 3646 3798 PHF 0.38 0.5 0.71 0.72 0.59 n/a 0.5 0.57 0.38 0.9 0.38 0.9 0.63 0.9 0.53 0.91 0.94 4:15 0 1 5 6 2 0 1 3 9 3 500 4 507 16 487 10 513 1020 1029 4:30 0 0 19 19 4 0 3 7 26 0 528 1 529 24 476 11 511 1040 1066 4:45 0 0 9 9 2 0 0 2 11 2 495 6 503 16 442 12 470 973 984 5:00 0 0 14 14 4 1 2 7 21 1 621 8 630 21 534 9 564 1194 1215 # 5:15 1 1 12 14 3 0 2 5 19 2 545 4 551 16 516 16 548 1099 1118 # 5:30 2 0 11 13 5 1 2 8 21 4 545 8 557 19 509 16 544 1101 1122 # 4:45-5:45 3 1 46 50 14 2 6 22 72 9 2206 26 2241 72 2001 53 2126 4367 4439 PHF 0.38 0.25 0.82 0.89 0.7 0.5 0.75 0.69 0.56 0.89 0.81 0.89 0.86 0.94 0.83 0.94 0.91 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/3/2014 Observer: Joe Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Strauss Cabin/Rock Creek S = straight L = left turn Time Northbound: Strauss Cabin Southbound: Strauss Cabin Total Eastbound: Rock Creek 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 5 23 28 21 2 23 51 8 5 13 0 13 64 7:45 4 24 28 19 2 21 49 7 4 11 0 11 60 8:00 2 14 16 12 3 15 31 6 4 10 0 10 41 8:15 4 15 19 12 5 17 36 7 1 8 0 8 44 7:30-8:30 15 76 0 91 0 64 12 76 167 28 0 14 42 0 0 0 0 42 209 PHF 0.75 0.79 n/a 0.81 n/a 0.76 0.6 0.83 0.88 n/a 0.7 0.81 n/a n/a n/a n/a 0.82 4:30 6 13 19 28 8 36 55 4 3 7 0 7 62 4:45 4 17 21 21 13 34 55 1 4 5 0 5 60 5:00 3 20 23 21 9 30 53 8 2 10 0 10 63 5:15 7 19 26 33 20 53 79 9 4 13 0 13 92 4:30-5:30 20 69 0 89 0 103 50 153 242 22 0 13 35 0 0 0 0 35 277 PHF 0.71 0.86 n/a 0.86 n/a 0.78 0.63 0.72 0.61 n/a 0.81 0.67 n/a n/a n/a n/a 0.75 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/3/2014 Observer: Michael Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Kechter/Strauss Cabin S = straight L = left turn Time Northbound: Strauss Cabin Southbound: Strauss Cabin Total Eastbound: Kechter Westbound: Kechter Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 1 1 0 2 14 0 3 17 19 9 73 1 83 0 70 9 79 162 181 7:45 1 0 1 2 18 1 6 25 27 8 48 1 57 1 79 12 92 149 176 8:00 1 0 0 1 13 1 1 15 16 6 38 1 45 1 51 10 62 107 123 8:15 1 2 1 4 8 1 4 13 17 12 27 0 39 0 38 6 44 83 100 7:30-8:30 4 3 2 9 53 3 14 70 79 35 186 3 224 2 238 37 277 501 580 PHF 1 0.38 0.5 0.56 0.74 0.75 0.58 0.7 0.73 0.64 0.75 0.67 0.5 0.75 0.77 0.75 0.8 4:30 0 0 1 1 14 1 14 29 30 3 55 0 58 1 66 15 82 140 170 4:45 1 0 0 1 13 2 12 27 28 6 63 1 70 0 83 14 97 167 195 5:00 1 0 2 3 6 2 14 22 25 8 64 0 72 0 72 15 87 159 184 5:15 0 0 2 2 13 1 12 26 28 8 74 1 83 0 91 20 111 194 222 4:30-5:30 2 0 5 7 46 6 52 104 111 25 256 2 283 1 312 64 377 660 771 PHF 0.5 n/a 0.63 0.58 0.82 0.75 0.93 0.9 0.78 0.86 0.5 0.85 0.25 0.86 0.8 0.85 0.87 APPENDIX C HCM 2010 TWSC Recent AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent am synchro 9.syn Intersection Int Delay, s/veh 16.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 1666 7 52 1901 32 3 2 106 26 1 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 350 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 1772 7 55 2022 34 3 2 113 28 1 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2022 0 0 1780 0 0 2702 3915 890 2849 3919 1011 Stage 1 - - - - - - 1782 1782 - 2133 2133 - Stage 2 - - - - - - 920 2133 - 716 1786 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 122 - - 162 - - 23 3 245 ~ 18 3 204 Stage 1 - - - - - - 55 133 - 31 88 - Stage 2 - - - - - - 264 88 - 352 132 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 122 - - 162 - - 10 ~ 2 245 - 2 204 Mov Cap-2 Maneuver - - - - - - 10 ~ 2 - - 2 - Stage 1 - - - - - - 54 130 - 30 58 - Stage 2 - - - - - - 164 58 - 182 129 - Approach EB WB NB SB HCM Control Delay, s 0.1 1 $ 539.2 HCM LOS F - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 64 122 - - 162 - - - HCM Lane V/C Ratio 1.845 0.026 - - 0.341 - - - HCM Control Delay (s) $ 539.2 35.3 - - 38.3 - - - HCM Lane LOS F E - - E - - - HCM 95th %tile Q(veh) 10.8 0.1 - - 1.4 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Recent AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent am synchro 9.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) 250 0 350 200 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.850 0.871 0.968 Flt Protected 0.950 0.950 0.999 0.964 Satd. Flow (prot) 1770 5080 0 1770 5085 1583 0 1621 0 0 1738 0 Flt Permitted 0.950 0.950 0.999 0.964 Satd. Flow (perm) 1770 5080 0 1770 5085 1583 0 1621 0 0 1738 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 795 922 3237 613 Travel Time (s) 18.1 21.0 73.6 13.9 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent pm synchro 9.syn Intersection Int Delay, s/veh 6.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 9 2206 33 91 2001 53 4 2 65 14 3 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 350 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 2424 36 100 2199 58 4 2 71 15 3 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2199 0 0 2460 0 0 3543 4861 1230 3390 4879 1099 Stage 1 - - - - - - 2462 2462 - 2399 2399 - Stage 2 - - - - - - 1081 2399 - 991 2480 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 99 - - ~ 73 - - 6 ~ 1 145 ~ 8 ~ 1 178 Stage 1 - - - - - - 18 60 - 20 64 - Stage 2 - - - - - - 209 64 - 238 58 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 99 - - ~ 73 - - - ~ 1 145 - ~ 1 178 Mov Cap-2 Maneuver - - - - - - - ~ 1 - - ~ 1 - Stage 1 - - - - - - 16 54 - 18 64 - Stage 2 - - - - - - 191 64 - 104 52 - Approach EB WB NB SB HCM Control Delay, s 0.2 14 HCM LOS - - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 99 - - ~ 73 - - - HCM Lane V/C Ratio - 0.1 - - 1.37 - - - HCM Control Delay (s) - 45.4 - -$ 330.7 - - - HCM Lane LOS - E - - F - - - HCM 95th %tile Q(veh) - 0.3 - - 8 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Recent PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent pm synchro 9.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) 250 0 350 200 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.850 0.876 0.962 Flt Protected 0.950 0.950 0.997 0.971 Satd. Flow (prot) 1770 5075 0 1770 5085 1583 0 1627 0 0 1740 0 Flt Permitted 0.950 0.950 0.997 0.971 Satd. Flow (perm) 1770 5075 0 1770 5085 1583 0 1627 0 0 1740 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 795 922 3237 613 Travel Time (s) 18.1 21.0 73.6 13.9 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 9: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent am synchro 9.syn Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 30 14 15 81 50 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 120 16 18 95 59 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 196 65 71 0 - 0 Stage 1 65 - - - - - Stage 2 131 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 793 999 1529 - - - Stage 1 958 - - - - - Stage 2 895 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 783 999 1529 - - - Mov Cap-2 Maneuver 783 - - - - - Stage 1 958 - - - - - Stage 2 884 - - - - - Approach EB NB SB HCM Control Delay, s 10.2 1.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1529 - 783 999 - - HCM Lane V/C Ratio 0.012 - 0.153 0.016 - - HCM Control Delay (s) 7.4 0 10.4 8.7 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0 - 0.5 0.1 - - Lanes and Geometrics Recent AM 9: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent am synchro 9.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) 150 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.977 Flt Protected 0.950 0.992 Satd. Flow (prot) 1770 1583 0 1848 1820 0 Flt Permitted 0.950 0.992 Satd. Flow (perm) 1770 1583 0 1848 1820 0 Link Speed (mph) 30 30 30 Link Distance (ft) 629 2050 3237 Travel Time (s) 14.3 46.6 73.6 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 9: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent pm synchro 9.syn Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 17 13 20 54 85 42 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 68 15 24 64 100 49 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 236 125 149 0 - 0 Stage 1 125 - - - - - Stage 2 111 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 752 926 1432 - - - Stage 1 901 - - - - - Stage 2 914 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 739 926 1432 - - - Mov Cap-2 Maneuver 739 - - - - - Stage 1 901 - - - - - Stage 2 898 - - - - - Approach EB NB SB HCM Control Delay, s 10.1 2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1432 - 739 926 - - HCM Lane V/C Ratio 0.016 - 0.092 0.017 - - HCM Control Delay (s) 7.6 0 10.4 9 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.3 0.1 - - Lanes and Geometrics Recent PM 9: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent pm synchro 9.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) 150 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.956 Flt Protected 0.950 0.987 Satd. Flow (prot) 1770 1583 0 1839 1781 0 Flt Permitted 0.950 0.987 Satd. Flow (perm) 1770 1583 0 1839 1781 0 Link Speed (mph) 30 30 30 Link Distance (ft) 629 2050 3237 Travel Time (s) 14.3 46.6 73.6 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent am synchro 9.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 37 186 3 2 238 40 4 3 2 42 3 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 44 219 4 2 280 47 5 4 2 49 4 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 327 0 0 222 0 0 624 640 221 619 617 304 Stage 1 - - - - - - 308 308 - 308 308 - Stage 2 - - - - - - 316 332 - 311 309 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1233 - - 1347 - - 398 393 819 401 405 736 Stage 1 - - - - - - 702 660 - 702 660 - Stage 2 - - - - - - 695 644 - 699 660 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1233 - - 1347 - - 377 378 819 386 390 736 Mov Cap-2 Maneuver - - - - - - 377 378 - 386 390 - Stage 1 - - - - - - 677 636 - 677 659 - Stage 2 - - - - - - 678 643 - 668 636 - Approach EB WB NB SB HCM Control Delay, s 1.3 0.1 13.6 15 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 429 1233 - - 1347 - - 426 HCM Lane V/C Ratio 0.025 0.035 - - 0.002 - - 0.155 HCM Control Delay (s) 13.6 8 - - 7.7 - - 15 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.5 Lanes and Geometrics Recent AM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent am synchro 9.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) 150 0 150 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.978 0.975 0.973 Flt Protected 0.950 0.950 0.978 0.964 Satd. Flow (prot) 1770 1857 0 1770 1822 0 0 1776 0 0 1747 0 Flt Permitted 0.950 0.950 0.978 0.964 Satd. Flow (perm) 1770 1857 0 1770 1822 0 0 1776 0 0 1747 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 577 674 629 2050 Travel Time (s) 13.1 15.3 14.3 46.6 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent pm synchro 9.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 21 256 2 1 312 53 2 0 5 38 6 42 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 294 2 1 359 61 2 0 6 44 7 48 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 420 0 0 297 0 0 763 766 295 738 736 389 Stage 1 - - - - - - 344 344 - 391 391 - Stage 2 - - - - - - 419 422 - 347 345 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1139 - - 1264 - - 321 333 744 334 346 659 Stage 1 - - - - - - 671 637 - 633 607 - Stage 2 - - - - - - 612 588 - 669 636 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1139 - - 1264 - - 288 326 744 326 338 659 Mov Cap-2 Maneuver - - - - - - 288 326 - 326 338 - Stage 1 - - - - - - 657 624 - 620 607 - Stage 2 - - - - - - 560 588 - 650 623 - Approach EB WB NB SB HCM Control Delay, s 0.6 0 12.1 15.7 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 512 1139 - - 1264 - - 434 HCM Lane V/C Ratio 0.016 0.021 - - 0.001 - - 0.228 HCM Control Delay (s) 12.1 8.2 - - 7.9 - - 15.7 HCM Lane LOS B A - - A - - C HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.9 Lanes and Geometrics Recent PM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/9/2015 Synchro 9 Light Report Delich Associates recent pm synchro 9.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) 150 0 150 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.978 0.899 0.935 Flt Protected 0.950 0.950 0.988 0.978 Satd. Flow (prot) 1770 1861 0 1770 1822 0 0 1655 0 0 1703 0 Flt Permitted 0.950 0.950 0.988 0.978 Satd. Flow (perm) 1770 1861 0 1770 1822 0 0 1655 0 0 1703 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 577 674 629 2050 Travel Time (s) 13.1 15.3 14.3 46.6 Intersection Summary Area Type: Other UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (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 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 500 AM 4248 VPH *75 *100 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES NB LT/T/RT AM 142 VPH PM 5167 VPH NB LT/T/RT PM 90 VPH (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET) MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE BACKGROUND PEAK HOUR WARRANT AT HARMONY/STRAUSS CABIN MUTCD, 2003 EDITION, PAGE 4C-7 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 500 AM 4346 VPH *75 *100 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES NB LT/T/RT AM 252 VPH PM 5301 VPH NB LT/T/RT PM 282 VPH (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET) MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE TOTAL PEAK HOUR WARRANT AT HARMONY/STRAUSS CABIN 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 SB LT/T/RT AM 104 VPH AM 717 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 190 VPH PM 858 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 KECHTER/STRAUSS CABIN 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 SB LT/T/RT AM 104 VPH AM 717 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 190 VPH PM 858 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB LT/T/RT AM 104 VPH AM 717 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 190 VPH PM 858 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 SB LT/T/RT AM 135 VPH AM 955 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 220 VPH PM 1165 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE BACKGROUND PEAK HOUR WARRANT AT KECHTER/STRAUSS CABIN 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 SB LT/T/RT AM 135 VPH AM 955 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 220 VPH PM 1165 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB LT/T/RT AM 135 VPH AM 955 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 220 VPH PM 1165 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 SB LT/T/RT AM 170 VPH AM 1085 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 340 VPH PM 1225 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE TOTAL PEAK HOUR WARRANT AT KECHTER/STRAUSS CABIN 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 SB LT/T/RT AM 170 VPH AM 1085 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 340 VPH PM 1225 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB LT/T/RT AM 170 VPH AM 1085 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 340 VPH PM 1225 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 APPENDIX E HCM 2010 TWSC Short Bkgrd AM 3: Strauss Cabin Road & Harmony Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 no geo.syn Intersection Int Delay, s/veh 229 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 1937 8 64 2201 35 3 3 136 29 1 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 350 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 2061 9 68 2341 37 3 3 145 31 1 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2341 0 0 2069 0 0 3144 4549 1035 3310 4554 1171 Stage 1 - - - - - - 2071 2071 - 2478 2478 - Stage 2 - - - - - - 1073 2478 - 832 2076 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 84 - - 115 - - 12 ~ 1 197 ~ 9 ~ 1 159 Stage 1 - - - - - - 34 95 - ~ 17 58 - Stage 2 - - - - - - 212 58 - 299 94 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 84 - - 115 - - 6 0 197 ~ 1 0 159 Mov Cap-2 Maneuver - - - - - - 6 0 - ~ 1 0 - Stage 1 - - - - - - 33 92 - ~ 16 24 - Stage 2 - - - - - - 78 24 - 74 91 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.1 250.2 $ 24971 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 117 84 - - 115 - - 1 HCM Lane V/C Ratio 1.291 0.038 - - 0.592 - - 41.489 HCM Control Delay (s) 250.2 49.5 - - 74 - $ -24971 HCM Lane LOS F E - - F - - F HCM 95th %tile Q(veh) 10 0.1 - - 2.9 - - 7.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Short Bkgrd AM 3: Strauss Cabin Road & Harmony Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 no geo.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) 250 0 350 200 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.850 0.870 0.968 Flt Protected 0.950 0.950 0.999 0.964 Satd. Flow (prot) 1770 5080 0 1770 5085 1583 0 1619 0 0 1738 0 Flt Permitted 0.950 0.950 0.999 0.964 Satd. Flow (perm) 1770 5080 0 1770 5085 1583 0 1619 0 0 1738 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 795 922 3237 613 Travel Time (s) 18.1 21.0 73.6 13.9 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 3: Strauss Cabin Road & Harmony Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 no geo.syn Intersection Int Delay, s/veh 46.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 2593 36 119 2350 59 4 3 83 15 4 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 350 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 2849 40 131 2582 65 4 3 91 16 4 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2582 0 0 2889 0 0 4188 5735 1445 4007 5755 1291 Stage 1 - - - - - - 2891 2891 - 2844 2844 - Stage 2 - - - - - - 1297 2844 - 1163 2911 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 63 - - ~ 43 - - ~ 2 0 104 ~ 3 0 132 Stage 1 - - - - - - 8 35 - ~ 9 37 - Stage 2 - - - - - - 153 37 - 186 34 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 63 - - ~ 43 - - ~ 2 0 104 0 0 132 Mov Cap-2 Maneuver - - - - - - ~ 2 0 - 0 0 - Stage 1 - - - - - - 7 29 - ~ 7 37 - Stage 2 - - - - - - 127 37 - 17 28 - Approach EB WB NB SB HCM Control Delay, s 0.3 52.7 $ 1254 39.7 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 31 63 - - ~ 43 - - 132 HCM Lane V/C Ratio 3.19 0.174 - - 3.041 - - 0.216 HCM Control Delay (s) $ 1254 73.8 - $ - 1118.5 - - 39.7 HCM Lane LOS F F - - F - - E HCM 95th %tile Q(veh) 11.7 0.6 - - 14.4 - - 0.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Short Bkgrd PM 3: Strauss Cabin Road & Harmony Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 no geo.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) 250 0 350 200 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.850 0.875 0.961 Flt Protected 0.950 0.950 0.998 0.972 Satd. Flow (prot) 1770 5075 0 1770 5085 1583 0 1627 0 0 1740 0 Flt Permitted 0.950 0.950 0.998 0.972 Satd. Flow (perm) 1770 5075 0 1770 5085 1583 0 1627 0 0 1740 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 795 922 3237 613 Travel Time (s) 18.1 21.0 73.6 13.9 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/24/2014 Synchro 8 Light Report Delich Associates sb am signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 3 1937 8 64 2201 35 3 3 136 29 1 9 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 3 2061 9 68 2341 17 3 3 0 31 1 0 Adj No. of Lanes 130131010010 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 153 3469 15 229 3522 1097 161 145 0 281 8 0 Arrive On Green 0.01 0.66 0.66 0.04 0.69 0.69 0.16 0.16 0.00 0.16 0.16 0.00 Sat Flow, veh/h 1774 5226 23 1774 5085 1583 709 927 0 1375 51 0 Grp Volume(v), veh/h 3 1337 733 68 2341 17 6 0 0 32 0 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1859 1774 1695 1583 1636 0 0 1426 0 0 Q Serve(g_s), s 0.1 23.8 23.8 1.2 28.4 0.4 0.0 0.0 0.0 1.7 0.0 0.0 Cycle Q Clear(g_c), s 0.1 23.8 23.8 1.2 28.4 0.4 0.3 0.0 0.0 2.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 1.00 0.50 0.00 0.97 0.00 Lane Grp Cap(c), veh/h 153 2250 1234 229 3522 1097 306 0 0 289 0 0 V/C Ratio(X) 0.02 0.59 0.59 0.30 0.66 0.02 0.02 0.00 0.00 0.11 0.00 0.00 Avail Cap(c_a), veh/h 213 2250 1234 253 3522 1097 306 0 0 289 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 8.7 10.1 10.1 8.9 9.5 5.2 38.7 0.0 0.0 39.4 0.0 0.0 Incr Delay (d2), s/veh 0.1 1.2 2.1 0.7 1.0 0.0 0.1 0.0 0.0 0.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.3 12.7 0.8 13.6 0.2 0.2 0.0 0.0 0.9 0.0 0.0 LnGrp Delay(d),s/veh 8.8 11.3 12.2 9.7 10.5 5.2 38.8 0.0 0.0 40.2 0.0 0.0 LnGrp LOS ABBABAD D Approach Vol, veh/h 2073 2426 6 32 Approach Delay, s/veh 11.6 10.4 38.8 40.2 Approach LOS B B D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.5 80.5 22.0 4.3 83.7 22.0 Change Period (Y+Rc), s 4.0 8.0 6.0 4.0 8.0 6.0 Max Green Setting (Gmax), s 5.0 71.0 16.0 4.0 72.0 16.0 Max Q Clear Time (g_c+I1), s 3.2 25.8 4.0 2.1 30.4 2.3 Green Ext Time (p_c), s 0.0 42.7 0.1 0.0 39.4 0.1 Intersection Summary HCM 2010 Ctrl Delay 11.2 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/24/2014 Synchro 8 Light Report Delich Associates sb am signal.syn Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max Max None C-Max Max Maximum Split (s) 9 79 22 8 80 22 Maximum Split (%) 8.2% 71.8% 20.0% 7.3% 72.7% 20.0% Minimum Split (s) 8 24 10 8 24 10 Yellow Time (s) 354354 All-Red Time (s) 132132 Minimum Initial (s) 442442 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 Flash Dont Walk (s) 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 86 95 64 86 94 64 End Time (s) 95 64 86 94 64 86 Yield/Force Off (s) 91 56 80 90 56 80 Yield/Force Off 170(s) 91 45 80 90 45 80 Local Start Time (s) 101 0 79 101 109 79 Local Yield (s) 106 71 95 105 71 95 Local Yield 170(s) 106 60 95 105 60 95 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 95 (86%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road Queues Short Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/24/2014 Synchro 8 Light Report Delich Associates sb am signal.syn Lane Group EBL EBT WBL WBT WBR NBT SBT Lane Group Flow (vph) 3 2070 68 2341 37 151 42 v/c Ratio 0.02 0.61 0.38 0.64 0.03 0.49 0.23 Control Delay 3.3 11.3 11.8 9.2 0.5 28.4 36.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.3 11.3 11.8 9.2 0.5 28.4 36.9 Queue Length 50th (ft) 1 284 9 253 0 50 20 Queue Length 95th (ft) 2 328 30 393 4 116 54 Internal Link Dist (ft) 715 842 2907 533 Turn Bay Length (ft) 250 350 200 Base Capacity (vph) 151 3408 178 3670 1161 310 179 Starvation Cap Reductn 0000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.02 0.61 0.38 0.64 0.03 0.49 0.23 Intersection Summary HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/24/2014 Synchro 8 Light Report Delich Associates sb pm signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 2593 36 119 2350 59 4 3 83 15 4 7 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 11 2849 39 131 2582 51 4 3 0 16 4 0 Adj No. of Lanes 130131010010 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 155 3848 52 174 3905 1216 114 72 0 151 32 0 Arrive On Green 0.02 0.74 0.74 0.04 0.77 0.77 0.09 0.09 0.00 0.09 0.09 0.00 Sat Flow, veh/h 1774 5170 70 1774 5085 1583 765 849 0 1125 374 0 Grp Volume(v), veh/h 11 1864 1024 131 2582 51 7 0 0 20 0 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1850 1774 1695 1583 1615 0 0 1499 0 0 Q Serve(g_s), s 0.2 36.6 37.1 1.9 28.1 0.9 0.0 0.0 0.0 0.8 0.0 0.0 Cycle Q Clear(g_c), s 0.2 36.6 37.1 1.9 28.1 0.9 0.4 0.0 0.0 1.3 0.0 0.0 Prop In Lane 1.00 0.04 1.00 1.00 0.57 0.00 0.80 0.00 Lane Grp Cap(c), veh/h 155 2523 1377 174 3905 1216 186 0 0 183 0 0 V/C Ratio(X) 0.07 0.74 0.74 0.75 0.66 0.04 0.04 0.00 0.00 0.11 0.00 0.00 Avail Cap(c_a), veh/h 198 2523 1377 281 3905 1216 186 0 0 183 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 6.3 8.5 8.6 29.1 6.4 3.3 49.2 0.0 0.0 49.6 0.0 0.0 Incr Delay (d2), s/veh 0.2 2.0 3.7 6.4 0.9 0.1 0.4 0.0 0.0 1.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 17.5 19.9 4.5 13.2 0.4 0.2 0.0 0.0 0.7 0.0 0.0 LnGrp Delay(d),s/veh 6.5 10.5 12.2 35.4 7.3 3.3 49.6 0.0 0.0 50.8 0.0 0.0 LnGrp LOS A B B D A A D D Approach Vol, veh/h 2899 2764 7 20 Approach Delay, s/veh 11.1 8.6 49.6 50.8 Approach LOS B A D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.0 97.0 15.0 5.2 99.8 15.0 Change Period (Y+Rc), s 4.0 8.0 6.0 4.0 8.0 6.0 Max Green Setting (Gmax), s 11.0 82.0 9.0 4.0 89.0 9.0 Max Q Clear Time (g_c+I1), s 3.9 39.1 3.3 2.2 30.1 2.4 Green Ext Time (p_c), s 0.2 42.4 0.0 0.0 58.1 0.0 Intersection Summary HCM 2010 Ctrl Delay 10.1 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/24/2014 Synchro 8 Light Report Delich Associates sb pm signal.syn Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max Max None C-Max Max Maximum Split (s) 15 90 15 8 97 15 Maximum Split (%) 12.5% 75.0% 12.5% 6.7% 80.8% 12.5% Minimum Split (s) 8 24 10 8 24 10 Yellow Time (s) 354354 All-Red Time (s) 132132 Minimum Initial (s) 442442 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 Flash Dont Walk (s) 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 80 95 65 80 88 65 End Time (s) 95 65 80 88 65 80 Yield/Force Off (s) 91 57 74 84 57 74 Yield/Force Off 170(s) 91 46 74 84 46 74 Local Start Time (s) 105 0 90 105 113 90 Local Yield (s) 116 82 99 109 82 99 Local Yield 170(s) 116 71 99 109 71 99 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 95 (79%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road Queues Short Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/24/2014 Synchro 8 Light Report Delich Associates sb pm signal.syn Lane Group EBL EBT WBL WBT WBR NBT SBT Lane Group Flow (vph) 11 2889 131 2582 65 98 28 v/c Ratio 0.08 0.80 0.62 0.63 0.05 0.46 0.29 Control Delay 3.1 14.4 35.4 5.9 0.9 20.2 49.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.1 14.4 35.4 5.9 0.9 20.2 49.0 Queue Length 50th (ft) 1 503 44 213 0 7 15 Queue Length 95th (ft) 3 596 110 362 10 60 46 Internal Link Dist (ft) 715 842 2907 533 Turn Bay Length (ft) 250 350 200 Base Capacity (vph) 139 3597 240 4084 1284 215 95 Starvation Cap Reductn 0000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.08 0.80 0.55 0.63 0.05 0.46 0.29 Intersection Summary HCM 2010 TWSC Short Bkgrd AM 9: Strauss Cabin Road & Rock Creek Drive No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 no geo.syn Intersection Int Delay, s/veh 5.7 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 33 31 73 109 61 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 132 36 86 128 72 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 379 79 86 0 - 0 Stage 1 79 - - - - - Stage 2 300 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 623 981 1510 - - - Stage 1 944 - - - - - Stage 2 752 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 585 981 1510 - - - Mov Cap-2 Maneuver 585 - - - - - Stage 1 944 - - - - - Stage 2 706 - - - - - Approach EB NB SB HCM Control Delay, s 12 3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1510 - 585 981 - - HCM Lane V/C Ratio 0.057 - 0.226 0.037 - - HCM Control Delay (s) 7.5 0 12.9 8.8 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.2 - 0.9 0.1 - - Lanes and Geometrics Short Bkgrd AM 9: Strauss Cabin Road & Rock Creek Drive No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 no geo.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) 150 0 150 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.978 Flt Protected 0.950 0.980 Satd. Flow (prot) 1770 1583 0 1825 1822 0 Flt Permitted 0.950 0.980 Satd. Flow (perm) 1770 1583 0 1825 1822 0 Link Speed (mph) 30 30 30 Link Distance (ft) 629 2050 3237 Travel Time (s) 14.3 46.6 73.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 9: Strauss Cabin Road & Rock Creek Drive No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 no geo.syn Intersection Int Delay, s/veh 4.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 20 68 54 70 112 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 80 80 64 82 132 55 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 368 159 187 0 - 0 Stage 1 159 - - - - - Stage 2 209 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 632 886 1387 - - - Stage 1 870 - - - - - Stage 2 826 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 602 886 1387 - - - Mov Cap-2 Maneuver 602 - - - - - Stage 1 870 - - - - - Stage 2 786 - - - - - Approach EB NB SB HCM Control Delay, s 10.7 3.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1387 - 602 886 - - HCM Lane V/C Ratio 0.046 - 0.133 0.09 - - HCM Control Delay (s) 7.7 0 11.9 9.5 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.5 0.3 - - Lanes and Geometrics Short Bkgrd PM 9: Strauss Cabin Road & Rock Creek Drive No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 no geo.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) 150 0 150 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.960 Flt Protected 0.950 0.979 Satd. Flow (prot) 1770 1583 0 1824 1788 0 Flt Permitted 0.950 0.979 Satd. Flow (perm) 1770 1583 0 1824 1788 0 Link Speed (mph) 30 30 30 Link Distance (ft) 629 2050 3237 Travel Time (s) 14.3 46.6 73.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 9: Strauss Cabin Road & Rock Creek Drive With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 geo improvements.syn Intersection Int Delay, s/veh 5.7 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 33 31 73 109 61 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 150 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 132 36 86 128 72 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 372 72 72 0 - 0 Stage 1 72 - - - - - Stage 2 300 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 629 990 1528 - - - Stage 1 951 - - - - - Stage 2 752 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 594 990 1528 - - - Mov Cap-2 Maneuver 594 - - - - - Stage 1 951 - - - - - Stage 2 710 - - - - - Approach EB NB SB HCM Control Delay, s 11.9 3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1528 - 594 990 - - HCM Lane V/C Ratio 0.056 - 0.222 0.037 - - HCM Control Delay (s) 7.5 - 12.8 8.8 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.8 0.1 - - Lanes and Geometrics Short Bkgrd AM 9: Strauss Cabin Road & Rock Creek Drive With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 geo improvements.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) 150 0 150 0 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 629 2050 3237 Travel Time (s) 14.3 46.6 73.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 9: Strauss Cabin Road & Rock Creek Drive With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 geo improvements.syn Intersection Int Delay, s/veh 4.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 20 68 54 70 112 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 150 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 80 80 64 82 132 55 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 341 132 132 0 - 0 Stage 1 132 - - - - - Stage 2 209 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 655 917 1453 - - - Stage 1 894 - - - - - Stage 2 826 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 626 917 1453 - - - Mov Cap-2 Maneuver 626 - - - - - Stage 1 894 - - - - - Stage 2 790 - - - - - Approach EB NB SB HCM Control Delay, s 10.5 3.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1453 - 626 917 - - HCM Lane V/C Ratio 0.044 - 0.128 0.087 - - HCM Control Delay (s) 7.6 - 11.6 9.3 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0.4 0.3 - - Lanes and Geometrics Short Bkgrd PM 9: Strauss Cabin Road & Rock Creek Drive With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 geo improvements.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) 150 0 150 0 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 1863 1583 Link Speed (mph) 30 30 30 Link Distance (ft) 629 2050 3237 Travel Time (s) 14.3 46.6 73.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 6: Strauss Cabin Road & Kechter Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 no geo.syn Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 45 226 9 6 290 112 12 9 6 60 9 14 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 266 11 7 341 132 14 11 7 71 11 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 473 0 0 276 0 0 812 864 271 807 803 407 Stage 1 - - - - - - 377 377 - 421 421 - Stage 2 - - - - - - 435 487 - 386 382 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1089 - - 1287 - - 298 292 768 300 317 644 Stage 1 - - - - - - 644 616 - 610 589 - Stage 2 - - - - - - 600 550 - 637 613 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1089 - - 1287 - - 271 276 768 277 300 644 Mov Cap-2 Maneuver - - - - - - 271 276 - 277 300 - Stage 1 - - - - - - 613 586 - 580 586 - Stage 2 - - - - - - 571 547 - 590 583 - Approach EB WB NB SB HCM Control Delay, s 1.4 0.1 17.5 21.9 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 319 1089 - - 1287 - - 309 HCM Lane V/C Ratio 0.1 0.049 - - 0.005 - - 0.316 HCM Control Delay (s) 17.5 8.5 - - 7.8 - - 21.9 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 1.3 Lanes and Geometrics Short Bkgrd AM 6: Strauss Cabin Road & Kechter Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 no geo.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.958 0.970 0.978 Flt Protected 0.950 0.950 0.979 0.965 Satd. Flow (prot) 1770 1852 0 1770 1785 0 0 1769 0 0 1758 0 Flt Permitted 0.950 0.950 0.979 0.965 Satd. Flow (perm) 1770 1852 0 1770 1785 0 0 1769 0 0 1758 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 577 674 629 2050 Travel Time (s) 13.1 15.3 14.3 46.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Strauss Cabin Road & Kechter Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 no geo.syn Intersection Int Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 26 311 6 3 380 95 6 3 15 96 18 53 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 357 7 3 437 109 7 3 17 110 21 61 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 546 0 0 364 0 0 960 974 361 929 922 491 Stage 1 - - - - - - 421 421 - 498 498 - Stage 2 - - - - - - 539 553 - 431 424 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1023 - - 1195 - - 236 252 684 248 270 578 Stage 1 - - - - - - 610 589 - 554 544 - Stage 2 - - - - - - 527 514 - 603 587 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1023 - - 1195 - - 194 244 684 233 261 578 Mov Cap-2 Maneuver - - - - - - 194 244 - 233 261 - Stage 1 - - - - - - 592 572 - 538 543 - Stage 2 - - - - - - 452 513 - 567 570 - Approach EB WB NB SB HCM Control Delay, s 0.7 0.1 15.6 38.2 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 368 1023 - - 1195 - - 292 HCM Lane V/C Ratio 0.075 0.029 - - 0.003 - - 0.657 HCM Control Delay (s) 15.6 8.6 - - 8 - - 38.2 HCM Lane LOS C A - - A - - E HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 4.3 Lanes and Geometrics Short Bkgrd PM 6: Strauss Cabin Road & Kechter Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 no geo.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.970 0.915 0.957 Flt Protected 0.950 0.950 0.987 0.972 Satd. Flow (prot) 1770 1857 0 1770 1807 0 0 1682 0 0 1733 0 Flt Permitted 0.950 0.950 0.987 0.972 Satd. Flow (perm) 1770 1857 0 1770 1807 0 0 1682 0 0 1733 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 577 674 629 2050 Travel Time (s) 13.1 15.3 14.3 46.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 6: Strauss Cabin Road & Kechter Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 geo improvements.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 45 226 9 6 290 112 12 9 6 60 9 14 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 266 11 7 341 132 14 11 7 71 11 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 341 0 0 276 0 0 746 732 271 741 737 341 Stage 1 - - - - - - 377 377 - 355 355 - Stage 2 - - - - - - 369 355 - 386 382 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1218 - - 1287 - - 330 348 768 332 346 701 Stage 1 - - - - - - 644 616 - 662 630 - Stage 2 - - - - - - 651 630 - 637 613 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1218 - - 1287 - - 303 331 768 309 329 701 Mov Cap-2 Maneuver - - - - - - 303 331 - 309 329 - Stage 1 - - - - - - 616 589 - 633 627 - Stage 2 - - - - - - 622 627 - 593 586 - Approach EB WB NB SB HCM Control Delay, s 1.3 0.1 15.9 19.6 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 362 1218 - - 1287 - - 344 HCM Lane V/C Ratio 0.088 0.043 - - 0.005 - - 0.284 HCM Control Delay (s) 15.9 8.1 - - 7.8 - - 19.6 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 1.1 Lanes and Geometrics Short Bkgrd AM 6: Strauss Cabin Road & Kechter Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb am synchro 9 geo improvements.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.850 0.970 0.978 Flt Protected 0.950 0.950 0.979 0.965 Satd. Flow (prot) 1770 1852 0 1770 1863 1583 0 1769 0 0 1758 0 Flt Permitted 0.950 0.950 0.979 0.965 Satd. Flow (perm) 1770 1852 0 1770 1863 1583 0 1769 0 0 1758 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 577 674 629 2050 Travel Time (s) 13.1 15.3 14.3 46.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Strauss Cabin Road & Kechter Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 geo improvements.syn Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 26 311 6 3 380 95 6 3 15 96 18 53 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 357 7 3 437 109 7 3 17 110 21 61 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 437 0 0 364 0 0 905 865 361 875 868 437 Stage 1 - - - - - - 421 421 - 444 444 - Stage 2 - - - - - - 484 444 - 431 424 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1123 - - 1195 - - 257 292 684 270 290 620 Stage 1 - - - - - - 610 589 - 593 575 - Stage 2 - - - - - - 564 575 - 603 587 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1123 - - 1195 - - 214 283 684 255 282 620 Mov Cap-2 Maneuver - - - - - - 214 283 - 255 282 - Stage 1 - - - - - - 594 573 - 577 574 - Stage 2 - - - - - - 489 574 - 569 571 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.1 14.8 32.2 HCM LOS B D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 396 1123 - - 1195 - - 318 HCM Lane V/C Ratio 0.07 0.027 - - 0.003 - - 0.604 HCM Control Delay (s) 14.8 8.3 - - 8 - - 32.2 HCM Lane LOS B A - - A - - D HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 3.7 Lanes and Geometrics Short Bkgrd PM 6: Strauss Cabin Road & Kechter Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates sb pm synchro 9 geo improvements.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.850 0.915 0.957 Flt Protected 0.950 0.950 0.987 0.972 Satd. Flow (prot) 1770 1857 0 1770 1863 1583 0 1682 0 0 1733 0 Flt Permitted 0.950 0.950 0.987 0.972 Satd. Flow (perm) 1770 1857 0 1770 1863 1583 0 1682 0 0 1733 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 577 674 629 2050 Travel Time (s) 13.1 15.3 14.3 46.6 Intersection Summary Area Type: Other APPENDIX F HCM 2010 Signalized Intersection Summary Long Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb am synchro 9.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 35 2145 10 80 2465 125 5 10 160 235 15 60 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 37 2258 -66 84 2595 66 5 11 0 247 16 0 Adj No. of Lanes 131131111110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 63 2886 899 122 3056 952 154 85 72 363 312 0 Arrive On Green 0.04 0.57 0.00 0.07 0.60 0.60 0.01 0.05 0.00 0.14 0.17 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5085 1583 1774 1863 1583 1774 1863 0 Grp Volume(v), veh/h 37 2258 -66 84 2595 66 5 11 0 247 16 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1774 1863 1583 1774 1863 0 Q Serve(g_s), s 2.3 38.0 0.0 5.1 45.7 1.9 0.3 0.6 0.0 14.2 0.8 0.0 Cycle Q Clear(g_c), s 2.3 38.0 0.0 5.1 45.7 1.9 0.3 0.6 0.0 14.2 0.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 63 2886 899 122 3056 952 154 85 72 363 312 0 V/C Ratio(X) 0.59 0.78 -0.07 0.69 0.85 0.07 0.03 0.13 0.00 0.68 0.05 0.00 Avail Cap(c_a), veh/h 81 2886 899 161 3056 952 209 85 72 363 312 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 52.3 18.5 0.0 50.1 17.9 9.1 48.8 50.4 0.0 40.9 38.4 0.0 Incr Delay (d2), s/veh 8.6 2.2 0.0 7.7 3.2 0.1 0.1 3.1 0.0 5.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 18.1 0.0 2.8 22.0 0.9 0.1 0.4 0.0 7.4 0.4 0.0 LnGrp Delay(d),s/veh 60.8 20.7 0.0 57.7 21.0 9.3 48.9 53.6 0.0 46.0 38.8 0.0 LnGrp LOS E C E C A D D D D Approach Vol, veh/h 2229 2745 16 263 Approach Delay, s/veh 22.0 21.9 52.1 45.6 Approach LOS CCDD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.6 69.4 4.6 23.4 8.9 73.1 18.0 10.0 Change Period (Y+Rc), s 6.0 8.0 4.0 6.0 6.0 8.0 4.0 6.0 Max Green Setting (Gmax), s 9.0 59.0 4.0 14.0 4.0 64.0 14.0 4.0 Max Q Clear Time (g_c+I1), s 7.1 40.0 2.3 2.8 4.3 47.7 16.2 2.6 Green Ext Time (p_c), s 0.0 18.8 0.0 0.0 0.0 16.1 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 23.2 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb am synchro 9.syn Phase Number 12345678 Movement WBL EBT NBL SBTL EBL WBT SBL NBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 15 67 8 20 10 72 18 10 Maximum Split (%) 13.6% 60.9% 7.3% 18.2% 9.1% 65.5% 16.4% 9.1% Minimum Split (s) 10 24 8 10 10 24 8 10 Yellow Time (s) 45344534 All-Red Time (s) 23122312 Minimum Initial (s) 44424442 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 5 5 Flash Dont Walk (s) 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 95 0 67 75 95 105 67 85 End Time (s) 0 67 75 95 105 67 85 95 Yield/Force Off (s) 104 59 71 89 99 59 81 89 Yield/Force Off 170(s) 104 48 71 89 99 48 81 89 Local Start Time (s) 95 0 67 75 95 105 67 85 Local Yield (s) 104 59 71 89 99 59 81 89 Local Yield 170(s) 104 48 71 89 99 48 81 89 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road Queues Long Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb am synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 37 2258 11 84 2595 132 5 11 168 247 79 v/c Ratio 0.46 0.77 0.01 0.56 0.81 0.12 0.03 0.12 0.11 0.74 0.21 Control Delay 69.9 21.3 0.0 62.4 19.2 0.9 34.2 53.7 0.1 53.0 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.9 21.3 0.0 62.4 19.2 0.9 34.2 53.7 0.1 53.0 15.4 Queue Length 50th (ft) 26 454 0 58 525 0380 1579 Queue Length 95th (ft) #66 523 0 109 602 13 13 27 0 #263 55 Internal Link Dist (ft) 715 842 2907 533 Turn Bay Length (ft) 250 250 350 200 150 150 150 Base Capacity (vph) 80 2914 979 160 3189 1056 167 88 1583 335 369 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.46 0.77 0.01 0.53 0.81 0.13 0.03 0.13 0.11 0.74 0.21 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Long Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb pm synchro 9.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 70 2890 35 140 2595 270 5 20 100 185 10 45 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 74 3042 0 147 2732 209 5 21 0 195 11 0 Adj No. of Lanes 131131111110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 109 3109 968 187 3333 1038 142 78 66 236 192 0 Arrive On Green 0.06 0.61 0.00 0.11 0.66 0.66 0.01 0.04 0.00 0.08 0.10 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5085 1583 1774 1863 1583 1774 1863 0 Grp Volume(v), veh/h 74 3042 0 147 2732 209 5 21 0 195 11 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1774 1863 1583 1774 1863 0 Q Serve(g_s), s 4.9 69.4 0.0 9.7 48.0 6.3 0.3 1.3 0.0 9.0 0.6 0.0 Cycle Q Clear(g_c), s 4.9 69.4 0.0 9.7 48.0 6.3 0.3 1.3 0.0 9.0 0.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 109 3109 968 187 3333 1038 142 78 66 236 192 0 V/C Ratio(X) 0.68 0.98 0.00 0.79 0.82 0.20 0.04 0.27 0.00 0.83 0.06 0.00 Avail Cap(c_a), veh/h 163 3109 968 192 3333 1038 192 78 66 236 192 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 55.2 22.5 0.0 52.4 15.4 8.2 53.7 55.7 0.0 51.8 48.5 0.0 Incr Delay (d2), s/veh 7.3 11.8 0.0 18.9 2.4 0.4 0.1 8.4 0.0 21.0 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 35.5 0.0 5.8 23.0 2.9 0.2 0.9 0.0 3.4 0.4 0.0 LnGrp Delay(d),s/veh 62.5 34.4 0.0 71.2 17.8 8.6 53.8 64.1 0.0 72.8 49.1 0.0 LnGrp LOS E C E B A D E E D Approach Vol, veh/h 3116 3088 26 206 Approach Delay, s/veh 35.0 19.7 62.1 71.5 Approach LOS D B E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.6 80.4 4.6 17.4 12.3 85.7 12.0 10.0 Change Period (Y+Rc), s 6.0 8.0 4.0 6.0 6.0 8.0 4.0 6.0 Max Green Setting (Gmax), s 12.0 72.0 4.0 8.0 10.0 74.0 8.0 4.0 Max Q Clear Time (g_c+I1), s 11.7 71.4 2.3 2.6 6.9 50.0 11.0 3.3 Green Ext Time (p_c), s 0.0 0.6 0.0 0.0 0.0 23.9 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 28.9 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb pm synchro 9.syn Phase Number 12345678 Movement WBL EBT NBL SBTL EBL WBT SBL NBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 18 80 8 14 16 82 12 10 Maximum Split (%) 15.0% 66.7% 6.7% 11.7% 13.3% 68.3% 10.0% 8.3% Minimum Split (s) 10 24 8 10 10 24 8 10 Yellow Time (s) 45344534 All-Red Time (s) 23122312 Minimum Initial (s) 44424442 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 5 5 Flash Dont Walk (s) 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 102 0 80 88 102 118 80 92 End Time (s) 0 80 88 102 118 80 92 102 Yield/Force Off (s) 114 72 84 96 112 72 88 96 Yield/Force Off 170(s) 114 61 84 96 112 61 88 96 Local Start Time (s) 102 0 80 88 102 118 80 92 Local Yield (s) 114 72 84 96 112 72 88 96 Local Yield 170(s) 114 61 84 96 112 61 88 96 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road Queues Long Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb pm synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 74 3042 37 147 2732 284 5 21 105 195 58 v/c Ratio 0.50 0.98 0.04 0.79 0.82 0.26 0.03 0.27 0.07 0.90 0.23 Control Delay 64.3 35.0 0.1 81.0 19.3 3.5 43.6 64.8 0.1 88.6 20.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.3 35.0 0.1 81.0 19.3 3.5 43.6 64.8 0.1 88.6 20.8 Queue Length 50th (ft) 55 790 0 112 586 23 3 16 0 145 8 Queue Length 95th (ft) 106 #967 0 #216 661 58 15 44 0 #291 51 Internal Link Dist (ft) 715 842 2907 533 Turn Bay Length (ft) 250 250 350 200 150 150 150 Base Capacity (vph) 162 3107 1013 191 3325 1105 151 77 1583 217 250 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.46 0.98 0.04 0.77 0.82 0.26 0.03 0.27 0.07 0.90 0.23 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Long Bkgrd AM 17: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb am synchro 9.syn Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 35 35 75 140 90 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 150 - - 200 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 37 37 79 147 95 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 400 95 95 0 - 0 Stage 1 95 - - - - - Stage 2 305 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 606 962 1499 - - - Stage 1 929 - - - - - Stage 2 748 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 574 962 1499 - - - Mov Cap-2 Maneuver 613 - - - - - Stage 1 929 - - - - - Stage 2 709 - - - - - Approach EB NB SB HCM Control Delay, s 10.1 2.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1499 - 613 962 - - HCM Lane V/C Ratio 0.053 - 0.06 0.038 - - HCM Control Delay (s) 7.5 - 11.2 8.9 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.2 0.1 - - Lanes and Geometrics Long Bkgrd AM 17: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb am synchro 9.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) 150 0 150 200 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 1863 1583 Link Speed (mph) 30 35 30 Link Distance (ft) 507 2354 2987 Travel Time (s) 11.5 45.9 67.9 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 17: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb pm synchro 9.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 25 70 55 100 135 50 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 150 - - 200 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 26 74 58 105 142 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 363 142 142 0 - 0 Stage 1 142 - - - - - Stage 2 221 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 636 906 1441 - - - Stage 1 885 - - - - - Stage 2 816 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 610 906 1441 - - - Mov Cap-2 Maneuver 654 - - - - - Stage 1 885 - - - - - Stage 2 783 - - - - - Approach EB NB SB HCM Control Delay, s 9.7 2.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1441 - 654 906 - - HCM Lane V/C Ratio 0.04 - 0.04 0.081 - - HCM Control Delay (s) 7.6 - 10.7 9.3 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0.1 0.3 - - Lanes and Geometrics Long Bkgrd PM 17: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb pm synchro 9.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) 150 0 150 200 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 1863 1583 Link Speed (mph) 30 35 30 Link Distance (ft) 507 2354 2987 Travel Time (s) 11.5 45.9 67.9 Intersection Summary Area Type: Other HCM 2010 Roundabout Long Bkgrd AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb am synchro 9.syn Intersection Intersection Delay, s/veh 10.0 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 432 574 94 142 Demand Flow Rate, veh/h 441 585 97 145 Vehicles Circulating, veh/h 113 145 500 483 Vehicles Exiting, veh/h 515 452 54 247 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.6 12.2 7.0 7.7 Approach LOS ABAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 441 585 97 145 Cap Entry Lane, veh/h 1009 977 685 697 Entry HV Adj Factor 0.980 0.980 0.974 0.977 Flow Entry, veh/h 432 574 94 142 Cap Entry, veh/h 989 958 667 681 V/C Ratio 0.437 0.599 0.142 0.208 Control Delay, s/veh 8.6 12.2 7.0 7.7 LOSABAA 95th %tile Queue, veh 2401 Lanes and Geometrics Long Bkgrd AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb am synchro 9.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 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.967 0.963 0.960 Flt Protected 0.992 0.999 0.978 0.971 Satd. Flow (prot) 0 1833 0 0 1799 0 0 1754 0 0 1736 0 Flt Permitted 0.992 0.999 0.978 0.971 Satd. Flow (perm) 0 1833 0 0 1799 0 0 1754 0 0 1736 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other HCM 2010 Roundabout Long Bkgrd PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb pm synchro 9.syn Intersection Intersection Delay, s/veh 12.9 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 537 690 64 232 Demand Flow Rate, veh/h 548 704 65 237 Vehicles Circulating, veh/h 195 87 635 624 Vehicles Exiting, veh/h 666 613 108 167 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 12.4 14.1 7.4 11.9 Approach LOS BBAB Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 548 704 65 237 Cap Entry Lane, veh/h 930 1036 599 605 Entry HV Adj Factor 0.980 0.980 0.980 0.980 Flow Entry, veh/h 537 690 64 232 Cap Entry, veh/h 911 1015 587 594 V/C Ratio 0.589 0.680 0.109 0.391 Control Delay, s/veh 12.4 14.1 7.4 11.9 LOSBBAB 95th %tile Queue, veh 4602 Lanes and Geometrics Long Bkgrd PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lb pm synchro 9.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 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.988 0.978 0.966 0.960 Flt Protected 0.997 0.998 0.976 0.972 Satd. Flow (prot) 0 1835 0 0 1818 0 0 1756 0 0 1738 0 Flt Permitted 0.997 0.998 0.976 0.972 Satd. Flow (perm) 0 1835 0 0 1818 0 0 1756 0 0 1738 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other APPENDIX G HCM 2010 Signalized Intersection Summary Short Total AM 3: Strauss Cabin Road & Harmony Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 3 1921 80 123 2184 35 62 7 183 29 8 9 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 3 2044 53 131 2323 18 66 7 0 31 9 0 Adj No. of Lanes 131131111110 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 160 3456 1076 241 3636 1132 251 254 216 252 254 0 Arrive On Green 0.01 0.68 0.68 0.05 0.71 0.71 0.14 0.14 0.00 0.14 0.14 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5085 1583 1400 1863 1583 1403 1863 0 Grp Volume(v), veh/h 3 2044 53 131 2323 18 66 7 0 31 9 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1400 1863 1583 1403 1863 0 Q Serve(g_s), s 0.1 23.7 1.2 2.2 26.4 0.4 4.7 0.4 0.0 2.2 0.5 0.0 Cycle Q Clear(g_c), s 0.1 23.7 1.2 2.2 26.4 0.4 5.2 0.4 0.0 2.5 0.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 160 3456 1076 241 3636 1132 251 254 216 252 254 0 V/C Ratio(X) 0.02 0.59 0.05 0.54 0.64 0.02 0.26 0.03 0.00 0.12 0.04 0.00 Avail Cap(c_a), veh/h 219 3456 1076 301 3636 1132 251 254 216 252 254 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 7.6 9.4 5.8 13.0 8.2 4.5 43.5 41.2 0.0 42.3 41.2 0.0 Incr Delay (d2), s/veh 0.0 0.8 0.1 1.9 0.9 0.0 2.5 0.2 0.0 1.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.2 0.6 2.9 12.3 0.2 2.0 0.2 0.0 0.9 0.3 0.0 LnGrp Delay(d),s/veh 7.6 10.2 5.9 14.9 9.1 4.5 46.0 41.4 0.0 43.3 41.5 0.0 LnGrp LOS ABABAADD DD Approach Vol, veh/h 2100 2472 73 40 Approach Delay, s/veh 10.1 9.4 45.6 42.9 Approach LOS B A D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.2 81.8 20.0 4.4 85.6 20.0 Change Period (Y+Rc), s 4.0 8.0 6.0 4.0 8.0 6.0 Max Green Setting (Gmax), s 8.0 70.0 14.0 4.0 74.0 14.0 Max Q Clear Time (g_c+I1), s 4.2 25.7 4.5 2.1 28.4 7.2 Green Ext Time (p_c), s 0.1 42.1 0.2 0.0 43.3 0.1 Intersection Summary HCM 2010 Ctrl Delay 10.5 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 3: Strauss Cabin Road & Harmony Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements.syn Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max Max None C-Max Max Maximum Split (s) 12 78 20 8 82 20 Maximum Split (%) 10.9% 70.9% 18.2% 7.3% 74.5% 18.2% Minimum Split (s) 8 24 10 8 24 10 Yellow Time (s) 354354 All-Red Time (s) 132132 Minimum Initial (s) 442442 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 Flash Dont Walk (s) 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 95 63 83 91 63 End Time (s) 95 63 83 91 63 83 Yield/Force Off (s) 91 55 77 87 55 77 Yield/Force Off 170(s) 91 44 77 87 44 77 Local Start Time (s) 98 0 78 98 106 78 Local Yield (s) 106 70 92 102 70 92 Local Yield 170(s) 106 59 92 102 59 92 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 95 (86%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road Queues Short Total AM 3: Strauss Cabin Road & Harmony Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 3 2044 85 131 2323 37 66 7 195 31 19 v/c Ratio 0.02 0.62 0.08 0.60 0.62 0.03 0.35 0.03 0.12 0.16 0.08 Control Delay 3.0 12.3 1.8 26.5 8.1 0.4 48.9 41.6 0.2 44.4 28.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.0 12.3 1.8 26.5 8.1 0.4 48.9 41.6 0.2 44.4 28.5 Queue Length 50th (ft) 0 287 0 26 228 0 43 4 0 20 6 Queue Length 95th (ft) 2 331 17 91 363 3 87 18 0 49 28 Internal Link Dist (ft) 715 842 577 533 Turn Bay Length (ft) 250 250 350 200 150 150 150 Base Capacity (vph) 152 3310 1060 226 3762 1189 189 254 1583 191 242 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.02 0.62 0.08 0.58 0.62 0.03 0.35 0.03 0.12 0.16 0.08 Intersection Summary HCM 2010 Signalized Intersection Summary Short Total PM 3: Strauss Cabin Road & Harmony Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 2542 163 227 2300 59 102 9 171 15 13 7 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 11 2793 120 249 2527 46 112 10 0 16 14 0 Adj No. of Lanes 131131111110 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 144 3051 950 292 3592 1119 260 279 237 263 279 0 Arrive On Green 0.02 0.60 0.60 0.13 0.71 0.71 0.15 0.15 0.00 0.15 0.15 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5085 1583 1394 1863 1583 1399 1863 0 Grp Volume(v), veh/h 11 2793 120 249 2527 46 112 10 0 16 14 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1394 1863 1583 1399 1863 0 Q Serve(g_s), s 0.3 58.5 3.9 11.7 34.8 1.1 9.0 0.6 0.0 1.2 0.8 0.0 Cycle Q Clear(g_c), s 0.3 58.5 3.9 11.7 34.8 1.1 9.8 0.6 0.0 1.7 0.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 144 3051 950 292 3592 1119 260 279 237 263 279 0 V/C Ratio(X) 0.08 0.92 0.13 0.85 0.70 0.04 0.43 0.04 0.00 0.06 0.05 0.00 Avail Cap(c_a), veh/h 185 3051 950 380 3592 1119 260 279 237 263 279 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 11.0 21.3 10.4 40.5 10.3 5.3 47.9 43.6 0.0 44.3 43.7 0.0 Incr Delay (d2), s/veh 0.2 5.6 0.3 13.7 1.2 0.1 5.1 0.2 0.0 0.4 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 28.7 1.8 9.1 16.5 0.5 3.8 0.3 0.0 0.5 0.4 0.0 LnGrp Delay(d),s/veh 11.2 26.9 10.7 54.2 11.5 5.4 53.0 43.8 0.0 44.8 44.0 0.0 LnGrp LOS B C B D B A D D D D Approach Vol, veh/h 2924 2822 122 30 Approach Delay, s/veh 26.2 15.1 52.2 44.4 Approach LOS C B D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.0 79.0 23.0 5.2 91.8 23.0 Change Period (Y+Rc), s 4.0 8.0 6.0 4.0 8.0 6.0 Max Green Setting (Gmax), s 20.0 65.0 17.0 4.0 81.0 17.0 Max Q Clear Time (g_c+I1), s 13.7 60.5 3.7 2.3 36.8 11.8 Green Ext Time (p_c), s 0.4 4.5 0.3 0.0 43.7 0.2 Intersection Summary HCM 2010 Ctrl Delay 21.5 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total PM 3: Strauss Cabin Road & Harmony Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements.syn Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max Max None C-Max Max Maximum Split (s) 24 73 23 8 89 23 Maximum Split (%) 20.0% 60.8% 19.2% 6.7% 74.2% 19.2% Minimum Split (s) 8 24 10 8 24 10 Yellow Time (s) 354354 All-Red Time (s) 132132 Minimum Initial (s) 442442 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 5 5 Flash Dont Walk (s) 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 71 95 48 71 79 48 End Time (s) 95 48 71 79 48 71 Yield/Force Off (s) 91 40 65 75 40 65 Yield/Force Off 170(s) 91 29 65 75 29 65 Local Start Time (s) 96 0 73 96 104 73 Local Yield (s) 116 65 90 100 65 90 Local Yield 170(s) 116 54 90 100 54 90 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 95 (79%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road Queues Short Total PM 3: Strauss Cabin Road & Harmony Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 11 2793 179 249 2527 65 112 10 188 16 22 v/c Ratio 0.08 0.94 0.18 0.79 0.67 0.05 0.54 0.04 0.12 0.08 0.08 Control Delay 5.9 31.9 4.7 48.0 9.8 1.5 57.9 44.1 0.2 45.1 33.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.9 31.9 4.7 48.0 9.8 1.5 57.9 44.1 0.2 45.1 33.1 Queue Length 50th (ft) 2 711 17 130 306 0 81 7 0 11 9 Queue Length 95th (ft) 5 #911 52 219 463 14 143 23 0 32 34 Internal Link Dist (ft) 715 842 577 533 Turn Bay Length (ft) 250 250 350 200 150 150 150 Base Capacity (vph) 139 2963 976 371 3745 1183 207 279 1583 209 270 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.08 0.94 0.18 0.67 0.67 0.05 0.54 0.04 0.12 0.08 0.08 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Short Total AM 6: Strauss Cabin Road & Site Access With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements.syn Intersection Int Delay, s/veh 5 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 26 111 141 37 138 73 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 - - 150 175 - 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 31 131 166 44 162 86 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 577 166 0 0 166 0 Stage 1 166 - - - - - Stage 2 411 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 478 878 - - 1412 - Stage 1 863 - - - - - Stage 2 669 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 423 878 - - 1412 - Mov Cap-2 Maneuver 423 - - - - - Stage 1 863 - - - - - Stage 2 592 - - - - - Approach WB NB SB HCM Control Delay, s 11.3 0 5.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 729 1412 - HCM Lane V/C Ratio - - 0.221 0.115 - HCM Control Delay (s) - - 11.3 7.9 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.8 0.4 - Lanes and Geometrics Short Total AM 6: Strauss Cabin Road & Site Access With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements.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 0 150 175 Storage Lanes 1 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.891 0.850 Flt Protected 0.991 0.950 Satd. Flow (prot) 1645 0 1863 1583 1770 1863 Flt Permitted 0.991 0.950 Satd. Flow (perm) 1645 0 1863 1583 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 566 2330 657 Travel Time (s) 12.9 45.4 14.9 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 6: Strauss Cabin Road & Site Access With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements.syn Intersection Int Delay, s/veh 6.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 32 193 89 48 247 156 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 - - 150 175 - 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 38 227 105 56 291 184 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 870 105 0 0 105 0 Stage 1 105 - - - - - Stage 2 765 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 322 949 - - 1486 - Stage 1 919 - - - - - Stage 2 459 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 259 949 - - 1486 - Mov Cap-2 Maneuver 259 - - - - - Stage 1 919 - - - - - Stage 2 369 - - - - - Approach WB NB SB HCM Control Delay, s 13.5 0 4.9 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 688 1486 - HCM Lane V/C Ratio - - 0.385 0.196 - HCM Control Delay (s) - - 13.5 8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 1.8 0.7 - Lanes and Geometrics Short Total PM 6: Strauss Cabin Road & Site Access With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements.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 0 150 175 Storage Lanes 1 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.884 0.850 Flt Protected 0.993 0.950 Satd. Flow (prot) 1635 0 1863 1583 1770 1863 Flt Permitted 0.993 0.950 Satd. Flow (perm) 1635 0 1863 1583 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 566 2330 657 Travel Time (s) 12.9 45.4 14.9 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 17: Strauss Cabin Road & Rock Creek Drive No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 no geo.syn Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 40 31 73 138 82 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 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 47 36 86 162 96 20 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 440 106 116 0 - 0 Stage 1 106 - - - - - Stage 2 334 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 574 948 1473 - - - Stage 1 918 - - - - - Stage 2 725 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 537 948 1473 - - - Mov Cap-2 Maneuver 537 - - - - - Stage 1 918 - - - - - Stage 2 679 - - - - - Approach EB NB SB HCM Control Delay, s 10.8 2.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1473 - 537 948 - - HCM Lane V/C Ratio 0.058 - 0.088 0.038 - - HCM Control Delay (s) 7.6 0 12.3 8.9 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.2 - 0.3 0.1 - - Lanes and Geometrics Short Total AM 17: Strauss Cabin Road & Rock Creek Drive No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 no geo.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) 150 0 150 200 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.977 Flt Protected 0.950 0.983 Satd. Flow (prot) 1770 1583 0 1831 1820 0 Flt Permitted 0.950 0.983 Satd. Flow (perm) 1770 1583 0 1831 1820 0 Link Speed (mph) 30 35 30 Link Distance (ft) 507 2354 2330 Travel Time (s) 11.5 45.9 53.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 17: Strauss Cabin Road & Rock Creek Drive No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 no geo.syn Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 30 68 54 107 135 53 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 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 35 80 64 126 159 62 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 443 190 221 0 - 0 Stage 1 190 - - - - - Stage 2 253 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 572 852 1348 - - - Stage 1 842 - - - - - Stage 2 789 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 543 852 1348 - - - Mov Cap-2 Maneuver 543 - - - - - Stage 1 842 - - - - - Stage 2 749 - - - - - Approach EB NB SB HCM Control Delay, s 10.4 2.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1348 - 543 852 - - HCM Lane V/C Ratio 0.047 - 0.065 0.094 - - HCM Control Delay (s) 7.8 0 12.1 9.7 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.2 0.3 - - Lanes and Geometrics Short Total PM 17: Strauss Cabin Road & Rock Creek Drive No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 no geo.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) 150 0 150 200 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.962 Flt Protected 0.950 0.983 Satd. Flow (prot) 1770 1583 0 1831 1792 0 Flt Permitted 0.950 0.983 Satd. Flow (perm) 1770 1583 0 1831 1792 0 Link Speed (mph) 30 35 30 Link Distance (ft) 507 2354 2330 Travel Time (s) 11.5 45.9 53.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 17: Strauss Cabin Road & Rock Creek Drive With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements.syn Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 40 31 73 138 82 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 150 - - 200 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 47 36 86 162 96 20 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 430 96 96 0 - 0 Stage 1 96 - - - - - Stage 2 334 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 582 960 1498 - - - Stage 1 928 - - - - - Stage 2 725 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 549 960 1498 - - - Mov Cap-2 Maneuver 549 - - - - - Stage 1 928 - - - - - Stage 2 683 - - - - - Approach EB NB SB HCM Control Delay, s 10.8 2.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1498 - 549 960 - - HCM Lane V/C Ratio 0.057 - 0.086 0.038 - - HCM Control Delay (s) 7.5 - 12.2 8.9 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.3 0.1 - - Lanes and Geometrics Short Total AM 17: Strauss Cabin Road & Rock Creek Drive With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements.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) 150 0 150 200 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 1863 1583 Link Speed (mph) 30 35 30 Link Distance (ft) 507 2354 2330 Travel Time (s) 11.5 45.9 53.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 17: Strauss Cabin Road & Rock Creek Drive With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements.syn Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 30 68 54 107 135 53 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 150 - - 200 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 35 80 64 126 159 62 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 412 159 159 0 - 0 Stage 1 159 - - - - - Stage 2 253 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 596 886 1420 - - - Stage 1 870 - - - - - Stage 2 789 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 569 886 1420 - - - Mov Cap-2 Maneuver 569 - - - - - Stage 1 870 - - - - - Stage 2 753 - - - - - Approach EB NB SB HCM Control Delay, s 10.2 2.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1420 - 569 886 - - HCM Lane V/C Ratio 0.045 - 0.062 0.09 - - HCM Control Delay (s) 7.7 - 11.7 9.5 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0.2 0.3 - - Lanes and Geometrics Short Total PM 17: Strauss Cabin Road & Rock Creek Drive With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements.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) 150 0 150 200 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 1863 1583 Link Speed (mph) 30 35 30 Link Distance (ft) 507 2354 2330 Travel Time (s) 11.5 45.9 53.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 14: Strauss Cabin Road & Kechter Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 no geo.syn Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 60 226 9 6 290 126 12 9 6 70 9 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 71 266 11 7 341 148 14 11 7 82 11 29 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 489 0 0 276 0 0 861 916 271 850 847 415 Stage 1 - - - - - - 412 412 - 429 429 - Stage 2 - - - - - - 449 504 - 421 418 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1074 - - 1287 - - 276 272 768 280 299 637 Stage 1 - - - - - - 617 594 - 604 584 - Stage 2 - - - - - - 589 541 - 610 591 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1074 - - 1287 - - 242 253 768 254 278 637 Mov Cap-2 Maneuver - - - - - - 242 253 - 254 278 - Stage 1 - - - - - - 576 555 - 564 581 - Stage 2 - - - - - - 549 538 - 554 552 - Approach EB WB NB SB HCM Control Delay, s 1.7 0.1 18.9 25 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 290 1074 - - 1287 - - 300 HCM Lane V/C Ratio 0.11 0.066 - - 0.005 - - 0.408 HCM Control Delay (s) 18.9 8.6 - - 7.8 - - 25 HCM Lane LOS C A - - A - - D HCM 95th %tile Q(veh) 0.4 0.2 - - 0 - - 1.9 Lanes and Geometrics Short Total AM 14: Strauss Cabin Road & Kechter Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 no geo.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.955 0.970 0.968 Flt Protected 0.950 0.950 0.979 0.967 Satd. Flow (prot) 1770 1852 0 1770 1779 0 0 1769 0 0 1744 0 Flt Permitted 0.950 0.950 0.979 0.967 Satd. Flow (perm) 1770 1852 0 1770 1779 0 0 1769 0 0 1744 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 14: Strauss Cabin Road & Kechter Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 no geo.syn Intersection Int Delay, s/veh 10.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 45 311 6 3 380 113 6 3 15 107 18 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 52 357 7 3 437 130 7 3 17 123 21 75 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 567 0 0 364 0 0 1020 1038 361 984 977 502 Stage 1 - - - - - - 464 464 - 509 509 - Stage 2 - - - - - - 556 574 - 475 468 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1005 - - 1195 - - 215 231 684 228 251 569 Stage 1 - - - - - - 578 564 - 547 538 - Stage 2 - - - - - - 515 503 - 570 561 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1005 - - 1195 - - 167 218 684 211 237 569 Mov Cap-2 Maneuver - - - - - - 167 218 - 211 237 - Stage 1 - - - - - - 548 535 - 519 537 - Stage 2 - - - - - - 429 502 - 523 532 - Approach EB WB NB SB HCM Control Delay, s 1.1 0 16.7 56 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 335 1005 - - 1195 - - 272 HCM Lane V/C Ratio 0.082 0.051 - - 0.003 - - 0.803 HCM Control Delay (s) 16.7 8.8 - - 8 - - 56 HCM Lane LOS C A - - A - - F HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 6.3 Lanes and Geometrics Short Total PM 14: Strauss Cabin Road & Kechter Road No geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 no geo.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.966 0.915 0.954 Flt Protected 0.950 0.950 0.987 0.973 Satd. Flow (prot) 1770 1857 0 1770 1799 0 0 1682 0 0 1729 0 Flt Permitted 0.950 0.950 0.987 0.973 Satd. Flow (perm) 1770 1857 0 1770 1799 0 0 1682 0 0 1729 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 14: Strauss Cabin Road & Kechter Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements.syn Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 60 226 9 6 290 126 12 9 6 70 9 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 71 266 11 7 341 148 14 11 7 82 11 29 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 341 0 0 276 0 0 787 767 271 776 773 341 Stage 1 - - - - - - 412 412 - 355 355 - Stage 2 - - - - - - 375 355 - 421 418 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1218 - - 1287 - - 309 332 768 315 330 701 Stage 1 - - - - - - 617 594 - 662 630 - Stage 2 - - - - - - 646 630 - 610 591 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1218 - - 1287 - - 274 311 768 289 309 701 Mov Cap-2 Maneuver - - - - - - 274 311 - 289 309 - Stage 1 - - - - - - 581 559 - 623 627 - Stage 2 - - - - - - 605 627 - 558 557 - Approach EB WB NB SB HCM Control Delay, s 1.7 0.1 16.9 21.5 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 335 1218 - - 1287 - - 339 HCM Lane V/C Ratio 0.095 0.058 - - 0.005 - - 0.361 HCM Control Delay (s) 16.9 8.1 - - 7.8 - - 21.5 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 1.6 Lanes and Geometrics Short Total AM 14: Strauss Cabin Road & Kechter Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.850 0.970 0.968 Flt Protected 0.950 0.950 0.979 0.967 Satd. Flow (prot) 1770 1852 0 1770 1863 1583 0 1769 0 0 1744 0 Flt Permitted 0.950 0.950 0.979 0.967 Satd. Flow (perm) 1770 1852 0 1770 1863 1583 0 1769 0 0 1744 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 14: Strauss Cabin Road & Kechter Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements.syn Intersection Int Delay, s/veh 8.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 45 311 6 3 380 113 6 3 15 107 18 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 52 357 7 3 437 130 7 3 17 123 21 75 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 437 0 0 364 0 0 955 908 361 919 912 437 Stage 1 - - - - - - 464 464 - 444 444 - Stage 2 - - - - - - 491 444 - 475 468 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1123 - - 1195 - - 238 275 684 252 274 620 Stage 1 - - - - - - 578 564 - 593 575 - Stage 2 - - - - - - 559 575 - 570 561 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1123 - - 1195 - - 189 262 684 234 261 620 Mov Cap-2 Maneuver - - - - - - 189 262 - 234 261 - Stage 1 - - - - - - 551 538 - 566 574 - Stage 2 - - - - - - 473 574 - 527 535 - Approach EB WB NB SB HCM Control Delay, s 1 0 15.5 43.1 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 369 1123 - - 1195 - - 301 HCM Lane V/C Ratio 0.075 0.046 - - 0.003 - - 0.726 HCM Control Delay (s) 15.5 8.4 - - 8 - - 43.1 HCM Lane LOS C A - - A - - E HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 5.3 Lanes and Geometrics Short Total PM 14: Strauss Cabin Road & Kechter Road With geometric improvements Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.850 0.915 0.954 Flt Protected 0.950 0.950 0.987 0.973 Satd. Flow (prot) 1770 1857 0 1770 1863 1583 0 1682 0 0 1729 0 Flt Permitted 0.950 0.950 0.987 0.973 Satd. Flow (perm) 1770 1857 0 1770 1863 1583 0 1682 0 0 1729 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 14: Strauss Cabin Road & Kechter Road With WB RT and SB RT improvements Harmony/I-25 Project 2/18/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements with sb rt.syn Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 60 226 9 6 290 126 12 9 6 70 9 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 71 266 11 7 341 148 14 11 7 82 11 29 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 341 0 0 276 0 0 773 767 271 776 773 341 Stage 1 - - - - - - 412 412 - 355 355 - Stage 2 - - - - - - 361 355 - 421 418 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1218 - - 1287 - - 316 332 768 315 330 701 Stage 1 - - - - - - 617 594 - 662 630 - Stage 2 - - - - - - 657 630 - 610 591 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1218 - - 1287 - - 281 311 768 289 309 701 Mov Cap-2 Maneuver - - - - - - 281 311 - 289 309 - Stage 1 - - - - - - 581 559 - 623 627 - Stage 2 - - - - - - 615 627 - 558 557 - Approach EB WB NB SB HCM Control Delay, s 1.7 0.1 16.7 20 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 340 1218 - - 1287 - - 291 701 HCM Lane V/C Ratio 0.093 0.058 - - 0.005 - - 0.319 0.042 HCM Control Delay (s) 16.7 8.1 - - 7.8 - - 23.1 10.4 HCM Lane LOS C A - - A - - C B HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 1.3 0.1 Lanes and Geometrics Short Total AM 14: Strauss Cabin Road & Kechter Road With WB RT and SB RT improvements Harmony/I-25 Project 2/18/2015 Synchro 9 Light Report Delich Associates st am stop synchro 9 geo improvements with sb rt.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.850 0.970 0.850 Flt Protected 0.950 0.950 0.979 0.958 Satd. Flow (prot) 1770 1852 0 1770 1863 1583 0 1769 0 0 1785 1583 Flt Permitted 0.950 0.950 0.979 0.958 Satd. Flow (perm) 1770 1852 0 1770 1863 1583 0 1769 0 0 1785 1583 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 14: Strauss Cabin Road & Kechter Road With WB RT and SB RT improvements Harmony/I-25 Project 2/18/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements with sb rt.syn Intersection Int Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 45 311 6 3 380 113 6 3 15 107 18 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 52 357 7 3 437 130 7 3 17 123 21 75 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 437 0 0 364 0 0 918 908 361 919 912 437 Stage 1 - - - - - - 464 464 - 444 444 - Stage 2 - - - - - - 454 444 - 475 468 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1123 - - 1195 - - 252 275 684 252 274 620 Stage 1 - - - - - - 578 564 - 593 575 - Stage 2 - - - - - - 586 575 - 570 561 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1123 - - 1195 - - 201 262 684 234 261 620 Mov Cap-2 Maneuver - - - - - - 201 262 - 234 261 - Stage 1 - - - - - - 551 538 - 566 574 - Stage 2 - - - - - - 496 574 - 527 535 - Approach EB WB NB SB HCM Control Delay, s 1 0 15.2 30.8 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 380 1123 - - 1195 - - 238 620 HCM Lane V/C Ratio 0.073 0.046 - - 0.003 - - 0.604 0.121 HCM Control Delay (s) 15.2 8.4 - - 8 - - 40.8 11.6 HCM Lane LOS C A - - A - - E B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 3.5 0.4 Lanes and Geometrics Short Total PM 14: Strauss Cabin Road & Kechter Road With WB RT and SB RT improvements Harmony/I-25 Project 2/18/2015 Synchro 9 Light Report Delich Associates st pm stop synchro 9 geo improvements with sb rt.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) 150 0 150 150 0 0 0 150 Storage Lanes 1 0 1 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.850 0.915 0.850 Flt Protected 0.950 0.950 0.987 0.959 Satd. Flow (prot) 1770 1857 0 1770 1863 1583 0 1682 0 0 1786 1583 Flt Permitted 0.950 0.950 0.987 0.959 Satd. Flow (perm) 1770 1857 0 1770 1863 1583 0 1682 0 0 1786 1583 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am rndabt synchro 9.syn Intersection Intersection Delay, s/veh 8.2 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 348 496 32 122 Demand Flow Rate, veh/h 354 506 32 125 Vehicles Circulating, veh/h 102 97 427 369 Vehicles Exiting, veh/h 392 362 29 234 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.2 9.5 5.4 6.4 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 354 506 32 125 Cap Entry Lane, veh/h 1020 1025 737 781 Entry HV Adj Factor 0.982 0.981 0.993 0.974 Flow Entry, veh/h 348 496 32 122 Cap Entry, veh/h 1002 1006 732 761 V/C Ratio 0.347 0.493 0.043 0.160 Control Delay, s/veh 7.2 9.5 5.4 6.4 LOSAAAA 95th %tile Queue, veh 2301 Lanes and Geometrics Short Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st am rndabt synchro 9.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) 150 0 150 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.960 0.970 0.968 Flt Protected 0.990 0.999 0.979 0.967 Satd. Flow (prot) 0 1837 0 0 1786 0 0 1769 0 0 1744 0 Flt Permitted 0.990 0.999 0.979 0.967 Satd. Flow (perm) 0 1837 0 0 1786 0 0 1769 0 0 1744 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm rndabt synchro 9.syn Intersection Intersection Delay, s/veh 9.5 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 416 570 27 219 Demand Flow Rate, veh/h 424 582 27 222 Vehicles Circulating, veh/h 149 63 542 456 Vehicles Exiting, veh/h 529 506 31 189 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.8 10.3 5.9 8.9 Approach LOS ABAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 424 582 27 222 Cap Entry Lane, veh/h 974 1061 657 716 Entry HV Adj Factor 0.981 0.980 0.998 0.985 Flow Entry, veh/h 416 570 27 219 Cap Entry, veh/h 955 1040 656 705 V/C Ratio 0.436 0.549 0.041 0.310 Control Delay, s/veh 8.8 10.3 5.9 8.9 LOSABAA 95th %tile Queue, veh 2301 Lanes and Geometrics Short Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates st pm rndabt synchro 9.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) 150 0 150 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.969 0.915 0.954 Flt Protected 0.994 0.987 0.973 Satd. Flow (prot) 0 1848 0 0 1805 0 0 1682 0 0 1729 0 Flt Permitted 0.994 0.987 0.973 Satd. Flow (perm) 0 1848 0 0 1805 0 0 1682 0 0 1729 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other APPENDIX H HCM 2010 Signalized Intersection Summary Long Total AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 35 2130 255 295 2450 125 85 25 230 235 80 60 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 37 2242 196 311 2579 107 89 26 0 247 84 0 Adj No. of Lanes 131231211211 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 63 2811 954 397 3219 1159 171 95 81 340 186 144 Arrive On Green 0.04 0.55 0.55 0.12 0.63 0.63 0.05 0.05 0.00 0.10 0.10 0.00 Sat Flow, veh/h 1774 5085 1583 3442 5085 1583 3442 1863 1583 3442 1863 1583 Grp Volume(v), veh/h 37 2242 196 311 2579 107 89 26 0 247 84 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1721 1695 1583 1721 1863 1583 1721 1863 1583 Q Serve(g_s), s 2.3 38.8 6.2 9.7 41.5 2.1 2.8 1.5 0.0 7.7 4.7 0.0 Cycle Q Clear(g_c), s 2.3 38.8 6.2 9.7 41.5 2.1 2.8 1.5 0.0 7.7 4.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 63 2811 954 397 3219 1159 171 95 81 340 186 144 V/C Ratio(X) 0.59 0.80 0.21 0.78 0.80 0.09 0.52 0.27 0.00 0.73 0.45 0.00 Avail Cap(c_a), veh/h 81 2811 954 407 3219 1159 219 95 81 407 186 144 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 52.3 19.7 9.9 47.3 15.0 4.2 51.0 50.2 0.0 48.1 46.7 0.0 Incr Delay (d2), s/veh 8.6 2.5 0.5 9.4 2.2 0.2 2.4 6.9 0.0 5.2 7.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 18.7 2.8 5.1 19.8 1.0 1.4 0.9 0.0 3.9 2.8 0.0 LnGrp Delay(d),s/veh 60.8 22.1 10.4 56.7 17.2 4.4 53.4 57.2 0.0 53.4 54.4 0.0 LnGrp LOS E C BEBADE DD Approach Vol, veh/h 2475 2997 115 331 Approach Delay, s/veh 21.8 20.9 54.2 53.6 Approach LOS CCDD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.7 67.8 8.5 16.0 8.9 76.6 13.9 10.6 Change Period (Y+Rc), s 6.0 8.0 4.0 6.0 6.0 8.0 4.0 6.0 Max Green Setting (Gmax), s 12.0 58.0 6.0 10.0 4.0 66.0 12.0 4.0 Max Q Clear Time (g_c+I1), s 11.7 40.8 4.8 6.7 4.3 43.5 9.7 3.5 Green Ext Time (p_c), s 0.0 17.1 0.0 0.1 0.0 22.2 0.2 0.0 Intersection Summary HCM 2010 Ctrl Delay 23.7 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Phase Number 12345678 Movement WBL EBT NBL SBT EBL WBT SBL NBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 18 66 10 16 10 74 16 10 Maximum Split (%) 16.4% 60.0% 9.1% 14.5% 9.1% 67.3% 14.5% 9.1% Minimum Split (s) 10 24 8 10 10 24 8 10 Yellow Time (s) 45344534 All-Red Time (s) 23122312 Minimum Initial (s) 44424442 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 5 5 Flash Dont Walk (s) 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 0 66 76 92 102 66 82 End Time (s) 0 66 76 92 102 66 82 92 Yield/Force Off (s) 104 58 72 86 96 58 78 86 Yield/Force Off 170(s) 104 47 72 86 96 47 78 86 Local Start Time (s) 92 0 66 76 92 102 66 82 Local Yield (s) 104 58 72 86 96 58 78 86 Local Yield 170(s) 104 47 72 86 96 47 78 86 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road Queues Long Total AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 37 2242 268 311 2579 132 89 26 242 247 84 63 v/c Ratio 0.46 0.82 0.24 0.78 0.79 0.10 0.41 0.28 0.15 0.64 0.45 0.04 Control Delay 69.9 24.3 2.5 61.2 17.1 0.6 55.4 58.6 0.2 54.5 55.0 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.9 24.3 2.5 61.2 17.1 0.6 55.4 58.6 0.2 54.5 55.0 0.1 Queue Length 50th (ft) 26 459 16 111 493 0 31 18 0 86 57 0 Queue Length 95th (ft) #66 528 44 #171 564 11 58 48 0 129 108 0 Internal Link Dist (ft) 715 842 567 533 Turn Bay Length (ft) 250 250 350 200 150 150 150 150 Base Capacity (vph) 80 2733 1119 405 3282 1332 218 93 1583 405 186 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.46 0.82 0.24 0.77 0.79 0.10 0.41 0.28 0.15 0.61 0.45 0.04 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Long Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 70 2840 185 275 2545 270 260 80 330 185 40 45 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 74 2989 149 289 2679 202 274 84 0 195 42 0 Adj No. of Lanes 131231211211 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 103 3009 1095 330 3199 1115 344 132 112 258 85 59 Arrive On Green 0.06 0.59 0.59 0.10 0.63 0.63 0.10 0.07 0.00 0.08 0.05 0.00 Sat Flow, veh/h 1774 5085 1583 3442 5085 1583 3442 1863 1583 3442 1863 1583 Grp Volume(v), veh/h 74 2989 149 289 2679 202 274 84 0 195 42 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1721 1695 1583 1721 1863 1583 1721 1863 1583 Q Serve(g_s), s 4.9 69.9 3.8 9.9 49.5 5.2 9.3 5.3 0.0 6.7 2.6 0.0 Cycle Q Clear(g_c), s 4.9 69.9 3.8 9.9 49.5 5.2 9.3 5.3 0.0 6.7 2.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 103 3009 1095 330 3199 1115 344 132 112 258 85 59 V/C Ratio(X) 0.72 0.99 0.14 0.88 0.84 0.18 0.80 0.64 0.00 0.76 0.49 0.00 Avail Cap(c_a), veh/h 103 3009 1095 330 3199 1115 344 132 112 258 85 59 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 55.5 24.3 6.3 53.5 17.4 6.0 52.8 54.2 0.0 54.4 55.9 0.0 Incr Delay (d2), s/veh 20.8 14.9 0.3 22.2 2.8 0.4 12.3 21.2 0.0 12.0 18.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 36.5 1.7 5.8 23.6 2.4 5.0 3.5 0.0 3.6 1.8 0.0 LnGrp Delay(d),s/veh 76.3 39.2 6.6 75.8 20.2 6.4 65.1 75.4 0.0 66.4 74.7 0.0 LnGrp LOS E D A E C A E E E E Approach Vol, veh/h 3212 3170 358 237 Approach Delay, s/veh 38.5 24.4 67.5 67.9 Approach LOS D C E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.5 78.0 15.0 10.5 12.0 82.5 12.0 13.5 Change Period (Y+Rc), s 6.0 8.0 4.0 6.0 6.0 8.0 4.0 6.0 Max Green Setting (Gmax), s 10.5 70.0 11.0 4.5 6.0 74.5 8.0 7.5 Max Q Clear Time (g_c+I1), s 11.9 71.9 11.3 4.6 6.9 51.5 8.7 7.3 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 22.9 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 34.6 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Phase Number 12345678 Movement WBL EBT NBL SBT EBL WBT SBL NBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 16.5 78 15 10.5 12 82.5 12 13.5 Maximum Split (%) 13.8% 65.0% 12.5% 8.8% 10.0% 68.8% 10.0% 11.3% Minimum Split (s) 10 24 8 10 10 24 8 10 Yellow Time (s) 453445 3.54 All-Red Time (s) 231223 0.52 Minimum Initial (s) 44424442 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 5 5 Flash Dont Walk (s) 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 103.5 0 78 93 103.5 115.5 78 90 End Time (s) 0 78 93 103.5 115.5 78 90 103.5 Yield/Force Off (s) 114 70 89 97.5 109.5 70 86 97.5 Yield/Force Off 170(s) 114 59 89 97.5 109.5 59 86 97.5 Local Start Time (s) 103.5 0 78 93 103.5 115.5 78 90 Local Yield (s) 114 70 89 97.5 109.5 70 86 97.5 Local Yield 170(s) 114 59 89 97.5 109.5 59 86 97.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road Queues Long Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 74 2989 195 289 2679 284 274 84 347 195 42 47 v/c Ratio 0.72 0.99 0.16 0.88 0.84 0.23 0.80 0.64 0.22 0.76 0.49 0.03 Control Delay 91.1 39.6 1.4 80.9 20.6 1.4 70.6 76.6 0.3 73.6 75.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 91.1 39.6 1.4 80.9 20.6 1.4 70.6 76.6 0.3 73.6 75.7 0.0 Queue Length 50th (ft) 57 793 7 115 554 11 108 64 0 77 32 0 Queue Length 95th (ft) #138 #962 25 #193 626 31 #173 #135 0 #132 #76 0 Internal Link Dist (ft) 715 842 567 533 Turn Bay Length (ft) 250 250 350 200 150 150 150 150 Base Capacity (vph) 103 3008 1225 328 3199 1258 343 131 1583 257 85 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.72 0.99 0.16 0.88 0.84 0.23 0.80 0.64 0.22 0.76 0.49 0.03 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Long Total AM 6: Strauss Cabin Road & RT Access Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 120 220 45 0 630 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 - 150 - - 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 0 126 232 47 0 663 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 564 232 0 0 232 0 Stage 1 232 - - - - - Stage 2 332 - - - - - Critical Hdwy 6.63 6.23 - - 4.12 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.83 - - - - - Follow-up Hdwy 3.519 3.319 - - 2.218 - Pot Cap-1 Maneuver 471 806 - - 1336 - Stage 1 806 - - - - - Stage 2 700 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 471 806 - - 1336 - Mov Cap-2 Maneuver 554 - - - - - Stage 1 806 - - - - - Stage 2 700 - - - - - Approach WB NB SB HCM Control Delay, s 10.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 806 1336 - HCM Lane V/C Ratio - - 0.157 - - HCM Control Delay (s) - - 10.3 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.6 0 - Lanes and Geometrics Long Total AM 6: Strauss Cabin Road & RT Access Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.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 0 150 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 1863 1583 0 3539 Flt Permitted Satd. Flow (perm) 0 1611 1863 1583 0 3539 Link Speed (mph) 30 35 30 Link Distance (ft) 305 648 647 Travel Time (s) 6.9 12.6 14.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 6: Strauss Cabin Road & RT Access Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Intersection Int Delay, s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 250 420 50 0 500 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 - 150 - - 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 0 263 442 53 0 526 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 705 442 0 0 442 0 Stage 1 442 - - - - - Stage 2 263 - - - - - Critical Hdwy 6.63 6.23 - - 4.12 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.83 - - - - - Follow-up Hdwy 3.519 3.319 - - 2.218 - Pot Cap-1 Maneuver 386 615 - - 1118 - Stage 1 647 - - - - - Stage 2 758 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 386 615 - - 1118 - Mov Cap-2 Maneuver 492 - - - - - Stage 1 647 - - - - - Stage 2 758 - - - - - Approach WB NB SB HCM Control Delay, s 15.2 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 615 1118 - HCM Lane V/C Ratio - - 0.428 - - HCM Control Delay (s) - - 15.2 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 2.1 0 - Lanes and Geometrics Long Total PM 6: Strauss Cabin Road & RT Access Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.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 0 150 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 1863 1583 0 3539 Flt Permitted Satd. Flow (perm) 0 1611 1863 1583 0 3539 Link Speed (mph) 30 35 30 Link Distance (ft) 305 648 647 Travel Time (s) 6.9 12.6 14.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Intersection Int Delay, s/veh 4.8 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 35 25 240 30 375 255 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - 0 - 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 37 26 253 32 395 268 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1326 268 0 0 284 0 Stage 1 268 - - - - - Stage 2 1058 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 172 771 - - 1278 - Stage 1 777 - - - - - Stage 2 334 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 119 771 - - 1278 - Mov Cap-2 Maneuver 196 - - - - - Stage 1 777 - - - - - Stage 2 231 - - - - - Approach WB NB SB HCM Control Delay, s 20.2 0 5.4 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 196 771 1278 - HCM Lane V/C Ratio - - 0.188 0.034 0.309 - HCM Control Delay (s) - - 27.6 9.8 9.1 - HCM Lane LOS - - D A A - HCM 95th %tile Q(veh) - - 0.7 0.1 1.3 - Lanes and Geometrics Long Total AM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.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) 100 0 250 0 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.985 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1835 0 1770 1863 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1835 0 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 317 672 648 Travel Time (s) 7.2 13.1 14.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Intersection Int Delay, s/veh 6.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 85 160 310 5 290 210 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - 0 - 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 89 168 326 5 305 221 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1161 329 0 0 332 0 Stage 1 329 - - - - - Stage 2 832 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 216 712 - - 1227 - Stage 1 729 - - - - - Stage 2 427 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 162 712 - - 1227 - Mov Cap-2 Maneuver 261 - - - - - Stage 1 729 - - - - - Stage 2 321 - - - - - Approach WB NB SB HCM Control Delay, s 16.5 0 5.2 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 261 712 1227 - HCM Lane V/C Ratio - - 0.343 0.237 0.249 - HCM Control Delay (s) - - 25.8 11.6 8.9 - HCM Lane LOS - - D B A - HCM 95th %tile Q(veh) - - 1.5 0.9 1 - Lanes and Geometrics Long Total PM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.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) 100 0 250 0 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.998 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1859 0 1770 1863 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1859 0 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 317 672 648 Travel Time (s) 7.2 13.1 14.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 10: Strauss Cabin Road & 3/4 Access Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 15 255 40 120 170 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 - - 250 - 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 0 16 268 42 126 179 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 721 289 0 0 311 0 Stage 1 289 - - - - - Stage 2 432 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 394 750 - - 1249 - Stage 1 760 - - - - - Stage 2 655 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 354 750 - - 1249 - Mov Cap-2 Maneuver 459 - - - - - Stage 1 760 - - - - - Stage 2 589 - - - - - Approach WB NB SB HCM Control Delay, s 9.9 0 3.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 750 1249 - HCM Lane V/C Ratio - - 0.021 0.101 - HCM Control Delay (s) - - 9.9 8.2 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0.3 - Lanes and Geometrics Long Total AM 10: Strauss Cabin Road & 3/4 Access Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.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 0 250 250 Storage Lanes 0 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.982 Flt Protected 0.950 Satd. Flow (prot) 0 1611 1829 0 1770 1863 Flt Permitted 0.950 Satd. Flow (perm) 0 1611 1829 0 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 317 664 672 Travel Time (s) 7.2 12.9 15.3 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 10: Strauss Cabin Road & 3/4 Access Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 110 205 10 25 270 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 - - 250 - 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 0 116 216 11 26 284 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 558 221 0 0 226 0 Stage 1 221 - - - - - Stage 2 337 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 491 819 - - 1342 - Stage 1 816 - - - - - Stage 2 723 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 481 819 - - 1342 - Mov Cap-2 Maneuver 563 - - - - - Stage 1 816 - - - - - Stage 2 709 - - - - - Approach WB NB SB HCM Control Delay, s 10.1 0 0.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 819 1342 - HCM Lane V/C Ratio - - 0.141 0.02 - HCM Control Delay (s) - - 10.1 7.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.5 0.1 - Lanes and Geometrics Long Total PM 10: Strauss Cabin Road & 3/4 Access Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.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 0 250 250 Storage Lanes 0 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.993 Flt Protected 0.950 Satd. Flow (prot) 0 1611 1850 0 1770 1863 Flt Permitted 0.950 Satd. Flow (perm) 0 1611 1850 0 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 317 664 672 Travel Time (s) 7.2 12.9 15.3 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 12: Strauss Cabin Road & Access B Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 10 5 290 50 30 140 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - - 150 150 - 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 5 305 53 32 147 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 516 305 0 0 305 0 Stage 1 305 - - - - - Stage 2 211 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 519 735 - - 1256 - Stage 1 748 - - - - - Stage 2 824 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 506 735 - - 1256 - Mov Cap-2 Maneuver 506 - - - - - Stage 1 748 - - - - - Stage 2 803 - - - - - Approach WB NB SB HCM Control Delay, s 11.6 0 1.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 565 1256 - HCM Lane V/C Ratio - - 0.028 0.025 - HCM Control Delay (s) - - 11.6 7.9 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0.1 - Lanes and Geometrics Long Total AM 12: Strauss Cabin Road & Access B Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.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) 100 0 150 150 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.958 0.850 Flt Protected 0.967 0.950 Satd. Flow (prot) 1726 0 1863 1583 1770 1863 Flt Permitted 0.967 0.950 Satd. Flow (perm) 1726 0 1863 1583 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 325 356 664 Travel Time (s) 7.4 6.9 15.1 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 12: Strauss Cabin Road & Access B Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 65 25 190 10 5 265 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - - 150 150 - 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 68 26 200 11 5 279 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 489 200 0 0 200 0 Stage 1 200 - - - - - Stage 2 289 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 538 841 - - 1372 - Stage 1 834 - - - - - Stage 2 760 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 536 841 - - 1372 - Mov Cap-2 Maneuver 536 - - - - - Stage 1 834 - - - - - Stage 2 757 - - - - - Approach WB NB SB HCM Control Delay, s 12.2 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 596 1372 - HCM Lane V/C Ratio - - 0.159 0.004 - HCM Control Delay (s) - - 12.2 7.6 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.6 0 - Lanes and Geometrics Long Total PM 12: Strauss Cabin Road & Access B Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.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) 100 0 150 150 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.963 0.850 Flt Protected 0.965 0.950 Satd. Flow (prot) 1731 0 1863 1583 1770 1863 Flt Permitted 0.965 0.950 Satd. Flow (perm) 1731 0 1863 1583 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 325 356 664 Travel Time (s) 7.4 6.9 15.1 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 17: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 70 35 75 270 125 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 150 0 150 - - 200 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 74 37 79 284 132 26 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 574 132 132 0 - 0 Stage 1 132 - - - - - Stage 2 442 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 480 917 1453 - - - Stage 1 894 - - - - - Stage 2 648 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 454 917 1453 - - - Mov Cap-2 Maneuver 454 - - - - - Stage 1 894 - - - - - Stage 2 613 - - - - - Approach EB NB SB HCM Control Delay, s 12.7 1.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1453 - 454 917 - - HCM Lane V/C Ratio 0.054 - 0.162 0.04 - - HCM Control Delay (s) 7.6 - 14.5 9.1 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.6 0.1 - - Lanes and Geometrics Long Total AM 17: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.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) 150 0 150 200 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 1863 1583 Link Speed (mph) 30 35 30 Link Distance (ft) 507 2354 356 Travel Time (s) 11.5 45.9 8.1 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 17: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 40 70 55 160 250 80 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 150 - - 0 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 42 74 58 168 263 84 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 547 263 263 0 - 0 Stage 1 263 - - - - - Stage 2 284 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 498 776 1301 - - - Stage 1 781 - - - - - Stage 2 764 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 476 776 1301 - - - Mov Cap-2 Maneuver 476 - - - - - Stage 1 781 - - - - - Stage 2 730 - - - - - Approach EB NB SB HCM Control Delay, s 11.3 2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1301 - 476 776 - - HCM Lane V/C Ratio 0.045 - 0.088 0.095 - - HCM Control Delay (s) 7.9 - 13.3 10.1 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0.1 - 0.3 0.3 - - Lanes and Geometrics Long Total PM 17: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.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) 150 0 150 0 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 1863 1583 Link Speed (mph) 30 35 30 Link Distance (ft) 507 2354 356 Travel Time (s) 11.5 45.9 8.1 Intersection Summary Area Type: Other HCM 2010 Roundabout Long Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Intersection Intersection Delay, s/veh 13.0 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 500 643 94 179 Demand Flow Rate, veh/h 511 655 97 182 Vehicles Circulating, veh/h 129 215 586 483 Vehicles Exiting, veh/h 536 468 54 387 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 10.1 17.2 7.7 8.4 Approach LOS B C A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 511 655 97 182 Cap Entry Lane, veh/h 993 911 629 697 Entry HV Adj Factor 0.979 0.981 0.974 0.982 Flow Entry, veh/h 500 643 94 179 Cap Entry, veh/h 972 894 612 684 V/C Ratio 0.515 0.719 0.154 0.261 Control Delay, s/veh 10.1 17.2 7.7 8.4 LOS B C A A 95th %tile Queue, veh 3611 Lanes and Geometrics Long Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.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 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.956 0.963 0.952 Flt Protected 0.986 0.999 0.978 0.973 Satd. Flow (prot) 0 1824 0 0 1779 0 0 1754 0 0 1725 0 Flt Permitted 0.986 0.999 0.978 0.973 Satd. Flow (perm) 0 1824 0 0 1779 0 0 1754 0 0 1725 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other HCM 2010 Roundabout Long Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Intersection Intersection Delay, s/veh 16.2 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 568 721 64 359 Demand Flow Rate, veh/h 579 736 65 367 Vehicles Circulating, veh/h 259 118 730 624 Vehicles Exiting, veh/h 732 677 108 230 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 15.4 16.6 8.3 18.0 Approach LOS C C A C Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 579 736 65 367 Cap Entry Lane, veh/h 872 1004 545 605 Entry HV Adj Factor 0.981 0.980 0.980 0.979 Flow Entry, veh/h 568 721 64 359 Cap Entry, veh/h 855 984 534 593 V/C Ratio 0.664 0.733 0.119 0.606 Control Delay, s/veh 15.4 16.6 8.3 18.0 LOS C C A C 95th %tile Queue, veh 5704 Lanes and Geometrics Long Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 2/16/2015 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.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 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.989 0.973 0.966 0.950 Flt Protected 0.994 0.998 0.976 0.974 Satd. Flow (prot) 0 1831 0 0 1809 0 0 1756 0 0 1724 0 Flt Permitted 0.994 0.998 0.976 0.974 Satd. Flow (perm) 0 1831 0 0 1809 0 0 1756 0 0 1724 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 2354 Travel Time (s) 12.7 11.8 7.0 53.5 Intersection Summary Area Type: Other APPENDIX I Harmony Strauss Cabin Kht SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, November 2014 Pedestrian LOS Worksheet Project Location Classification: Commercial 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 Transfer Station Commercial Minimum B B C B B 1 Actual A B C B B Proposed A B C B B Commercial area to the east of the site Commercial Minimum B B C B B 2 Actual A B A C A Proposed A B A B A Minimum 3 Actual Proposed Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Harmony Strauss Cabin Kht SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Harmony/I-25 Project PDP 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 east of the site Commercial C B B 2 3 4 400 500 600 SB LT/T/RT AM 170 VPH AM 1085 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 340 VPH PM 1225 VPH 400 500 600 SB LT/T/RT AM 135 VPH AM 955 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 220 VPH PM 1165 VPH 400 500 600 SB LT/T/RT AM 104 VPH AM 717 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB LT/T/RT PM 190 VPH PM 858 VPH 10/25 75/55 270/160 25/80 125/250 70/40 35/70 Rock Creek Kechter