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HARMONY & STRAUSS CABIN CONVENIENCE SHOPPING CENTER (FORMERLY HARMONY & I-25 NORTH) - FDP - FDP150030 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY
HARMONY/I-25 PROJECT PDP TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO DECEMBER 2014 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 ..-~/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 ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 15 Trip Assignment ............................................................................................................ 15 Signal Warrants ............................................................................................................. 15 Geometry ...................................................................................................................... 22 Operation Analysis ........................................................................................................ 25 Pedestrian Level of Service ........................................................................................... 30 Bicycle Level of Service ................................................................................................ 30 Transit Level of Service ................................................................................................. 30 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 31 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 13 3. Short Range (2019) Background Peak Hour Operation .......................................... 26 4. Long Range (2035) Background Peak Hour Operation ........................................... 27 5. Short Range (2019) Total Peak Hour Operation ..................................................... 28 6. Long Range (2035) Total Peak Hour Operation ...................................................... 29 DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 11 6. PDP North Site Plan ................................................................................................ 12 7. Trip Distribution ....................................................................................................... 14 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 ................................................................................. 24 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/I-25 Project PDP TIS, December 2014 ASSOCIATES DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Harmony/I-25 Project PDP. The Harmony/I-25 Project PDP 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 Harmony/I-25 Project PDP. 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 analysis is based upon a collaborative process between the civil engineer and the developer to determine a best estimate, combining land uses allowed within a Neighborhood Commercial site and the gross floor area for each. Assumed land uses include restaurants, retail shops, a bank, and/or small amounts of office spaces. The allocation of each use type provided in this TIS was based on early estimations of the land uses. The allocation of land uses shown on the Site Plan varies from what is shown herein due to site plan refinements with the developer. However, the differences between the TIS and the Site Plan will not significantly change the conclusions and recommendations. In addition, the final allocation of actual land uses for this site will likely be resolved when some or all tenants are established. Amendments to the TIS and/or Site Plans will be required at such time if the land uses vary significantly from what is approved. II. EXISTING CONDITIONS The location of Harmony/I-25 Project PDP 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 Harmony/I-25 Project PDP 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/I-25 Project PDP 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/I-25 Project PDP 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. Rock Creek Drive is to the south of the Harmony/I-25 Project PDP 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 DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 2 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, December 2014 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 2014 Page 4 Harmony Rock Creek Kechter - Denotes Lane - Right-turn Acceleration Lane Strauss Cabin 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/I-25 Project PDP 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 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 DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 5 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 2014 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/I-25 Project PDP TIS, December 2014 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) F (>300 secs) SB LT/T/RT F (>300 secs) F (>300 secs) 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/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 8 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 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/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 9 DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Harmony/I-25 Project PDP is a proposed commercial development. Figure 5 shows the site plan of the Harmony/I-25 Project PDP site. There are two PDP areas shown in Figure 5. These are labeled as the PDP North and the PDP South. The PDP North will consist of retail, restaurant, and office uses, and will be constructed in the short range (2019) future. Figure 6 shows the site plan for the PDP North portion of the Harmony/I-25 Project PDP. The land uses and floor area are subject to market conditions. The PDP South 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 PDP North. The short range analysis (Year 2019) includes development of Harmony/I-25 Project PDP and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The south parcels will have employment type commercial land uses. They are not part of the 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 (RT Access). The full-movement Site Access, to/from the PDP North portion in the short range (2019) future, will become the RT Access 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, 9th 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/I-25 Project PDP. In the short range (2019) future, with development of the PDP North portion of the site, the site will generate approximately 5,016 weekday vehicle trip ends, 387 morning peak hour vehicle trip ends, and 386 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, Harmony/I-25 Project PDP will generate the following traffic: 9,152 weekday vehicle trip ends, 972 morning peak hour vehicle trip ends, and 945 afternoon peak hour vehicle trip ends. Trip Distribution Directional distribution of the generated trips was determined for Harmony/I-25 Project PDP site. Figure 7 shows the vehicle trip distribution used for Harmony/I-25 Project PDP site. The trip distribution was discussed and agreed to in the scoping exercise. SCALE: 1"=400' SITE PLAN Figure 5 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 2014 Page 11 Site Access Access A 3/4 Access Access B SCALE: 1"=100' PDP NORTH SITE PLAN Figure 6 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 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 PDP North Site Access 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 South Parcels 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 DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 13 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/I-25 Project PDP TIS, December 2014 Page 14 DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 15 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 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. AM/PM SHORT RANGE (2019) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 2014 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/I-25 Project PDP TIS, December 2014 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/I-25 Project PDP TIS, December 2014 Page 18 Harmony Strauss Cabin Rock Creek Kechter 0/-2 179/168 -1/0 47/36 129/151 32/31 Site Access 14/12 14/12 18/15 19/16 37/31 4/5 28/24 9/5 68/76 5/6 55/69 9/5 -17/-37 92/88 -19/-33 78/73 LONG RANGE (2035) SITE GENERATED PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 2014 Page 19 Strauss Cabin 149/25 416/210 76/172 31/6 25/158 41/83 Access A 3/4 Access 41/81 30/5 125/52 49/9 4/27 9/63 Access B RT Access 565/235 137/208 45/292 56/38 Harmony 86/232 20/59 76/209 70/21 71/86 119/22 90/71 39/8 17/107 140/51 Rock Creek Kechter AM/PM 21/59 21/58 70/25 70/26 8/27 42/117 34/10 -19/-33 233/100 -17/-37 262/114 AM/PM SHORT RANGE (2019) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 2014 Page 20 Harmony 12/6 Strauss Cabin 9/3 6/15 28/65 9/18 74/108 64/42 226/311 9/6 130/110 290/380 6/3 73/54 146/101 16/52 89/136 42/25 31/68 Rock Creek Kechter 71/80 8/9 191/152 9/7 10/9 29/15 3/10 1920/2556 100/124 35/59 2182/2317 142/192 73/157 179/168 141/90 47/36 129/151 32/31 Site Access LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 13 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 2014 Page 21 Strauss Cabin 255/210 415/210 250/295 30/5 25/160 40/85 Access A 3/4 Access 145/265 30/5 295/175 50/10 5/30 10/65 Access B RT Access 670/420 220/415 55/40 135/210 Harmony 90/235 30/80 235/310 60/45 85/30 235/185 35/70 2130/2855 270/150 125/270 2445/2560 315/240 AM/PM Rounded to Nearest 5 Vehicles 175/270 120/25 260/195 40/10 20/105 40/30 25/15 25/15 60/125 15/30 100/185 140/60 315/430 25/45 205/130 400/525 Geometry 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, the PDP North Access will allow full-turning movement as a temporary condition until Access A is constructed and internal circulation within the Harmony/I-25 Project is provided. The distance between Harmony Road and the PDP North Site Access is approximately 530 feet, stop bar to stop bar. The storage requirement for the northbound left-turn lane is 170-200 feet (minimum-desirable). The longest calculated queue is 116 feet. At the Strauss Cabin/PDP North Site Access intersection, the storage requirement for the southbound left-turn lane is 150 feet, according to Figure 8-2 in LCUASS. The calculated 95 th percentile queue is less than one vehicle or 25 feet. 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 minimum northbound storage requirement, the bay taper and storage is 520 feet (170’ + 150’ + 200’). This will fit in the available 530 feet. However, there will be no provision for deceleration (435 feet at 50 mph) in this segment. Since full movement at the Strauss Cabin/PDP North Site Access 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 Harmony/I-25 Project, the PDP North Site Access will be changed to right-in/right-out. In the short range (2019) future, northbound right-turn volumes at the Site Access do not meet the right-turn lane threshold criterion. However, in the long range (2035) future, the right-turn lane will be required at the RT Access (Site Access in the short range). It is appropriate that this lane be installed when this intersection is built. In order to achieve acceptable operation, additional lanes on selected legs are required as indicated in Figure 14. At the Strauss Cabin/Rock Creek intersection, a southbound right-turn lane is required in the afternoon peak hour. Currently, there is a short (substandard) right-turn lane at this intersection. At the Kechter/Strauss Cabin intersection, a westbound right-turn lane and a southbound right-turn lane are shown to be required with the background traffic. As mentioned earlier, this intersection will be analyzed with stop sign control and roundabout control. There may be merit in building a roundabout at this location. That decision rests with the City. 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 dual northbound left-turn lanes is 210-280 feet (minimum-desirable). The calculated longest 95 th percentile queue is 178 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 95 th percentile queue is less than two vehicles or ≈50 feet. At the design speed of 50 mph, the bay tapers are DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 22 SHORT RANGE (2019) GEOMETRY Figure 14 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 2014 Page 23 Harmony Strauss Cabin Rock Creek Site Access - Proposed Lane - Right-turn Acceleration Lane - Existing Lane Strauss Cabin Kechter Strauss Cabin Kechter OR STOP LONG RANGE (2035) GEOMETRY Figure 15 DELICH ASSOCIATES Harmony/I-25 Project PDP TIS, December 2014 Page 24 3/4 Access Access B Harmony Rock Creek Strauss Cabin Kechter - Proposed Lane - Right-turn Acceleration Lane - Existing Lane Access A RT Access DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 25 200 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. With the coincidental bay tapers, both the storage component and the deceleration component for the northbound and southbound left-turn lanes cannot 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 commercial 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. 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. 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. 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. As mentioned earlier, there may be merit in building a roundabout at this location. 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 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 (35.4 secs) WB T B A WB RT A A WB APPROACH B A NB LT/T/RT D (38.8 secs) D (49.6 secs) SB LT/T/RT D (40.2 secs) D (50.8 secs) OVERALL B B 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 (stop sign) NB LT/T/RT C B SB LT/T C D (32.3 secs) SB RT B B SB APPROACH C D (25.7 secs) EB LT A A WB LT A A DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 26 TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT E (60.2 secs) E (62.3 secs) EB T C C EB RT A A EB APPROACH C D (35.3 secs) WB LT E (56.9 secs) E (70.9 secs) WB T C B WB RT A A WB APPROACH C B NB LT D (48.3 secs) D (53.6 secs) NB T E (56.8 secs) E (63.8 secs) NB RT A A NB APPROACH E (55.2 secs) E (61.9 secs) SB LT D (45.7 secs) E (72.1 secs) SB T/RT D (38.2 secs) D (48.9 secs) SB APPROACH D (45.3 secs) E (70.8 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/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 27 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 A 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 (45.1 secs) D (47.2 secs) NB T D (39.8 secs) D (41.6 secs) NB RT A A NB APPROACH D (44.5 secs) D (46.7 secs) SB LT D (41.6 secs) D (42.5 secs) SB T/RT D (39.9 secs) D (41.6 secs) SB APPROACH D (41.2 secs) D (42.1 secs) OVERALL B C Strauss Cabin/Site Access (stop sign) WB LT/RT B B SB LT A A 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 (stop sign) NB LT/T/RT C C SB LT/T C E (40.2 secs) SB RT B B SB APPROACH C D (30.5 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/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 28 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 (36.6 secs) EB RT B A EB APPROACH C D (36.3 secs) WB LT E (59.5 secs) E (72.6 secs) WB T B C WB RT A A WB APPROACH C C NB LT E (65.6 secs) E (66.5 secs) NB T E (61.4 secs) E (75.4 secs) NB RT A A NB APPROACH E (64.7 secs) E (68.5 secs) SB LT E (56.2 secs) E (66.4 secs) SB T E (55.3 secs) E (67.7 secs) SB RT A A SB APPROACH E (56.0 secs) E (66.6 secs) OVERALL C C Strauss Cabin/RT Access (RT-in/RT-out) WB RT B B Strauss Cabin/Access A (stop sign) WB LT D (34.1 secs) C WB RT B 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 B A WB APPROACH B B SB LT A A 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 (roundabout) EB LT/T/RT B B WB LT/T/RT C C NB LT/T/RT A A SB LT/T/RT A C OVERALL B B DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 29 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 Harmony/I-25 Project PDP site. Harmony/I-25 Project PDP site is located within an area termed as an “activity center & corridor,” which sets the level of service threshold at LOS B & C for all measured factors. There are three destination areas within 1320 feet of the proposed Harmony/I-25 Project PDP: 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/I-25 Project PDP 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 Harmony/I-25 Project PDP: 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/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 30 DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 31 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of Harmony/I-25 Project PDP 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 Harmony/I-25 Project PDP site is feasible from a traffic engineering standpoint. In the short range (2019) future, with development of the PDP North portion of the site, the site will generate approximately 5,016 weekday vehicle trip ends, 387 morning peak hour vehicle trip ends, and 386 afternoon peak hour vehicle trip ends. At full development, Harmony/I-25 Project PDP will generate the following traffic: 9,152 weekday vehicle trip ends, 972 morning peak hour vehicle trip ends, and 945 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/I-25 Project PDP, 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. 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 page 22. In the short range (2019) future, given development of Harmony/I-25 Project PDP 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/I-25 Project PDP 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/I-25 Project PDP contributes some traffic to the movements that will exceed the turn-lane thresholds. At the Kechter/Strauss Cabin intersection with stop sign control, the required additional auxiliary lanes are: 1) southbound right-turn lane and 2) westbound right-turn lane. If the City determines that a roundabout at this intersection is desired at some time in the 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 Harmony/I-25 Project PDP 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. Construction of a pedestrian underpass of Harmony Road may be problematic due to groundwater issues. DELICH Harmony/I-25 Project PDP TIS, December 2014 ASSOCIATES Page 32 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 6/6/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 16.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 3 1666 7 52 1901 32 3 2 106 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 250 - - 350 - 200 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 1772 7 55 2022 34 3 2 113 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 2022 0 0 1780 0 0 2702 3915 890 Stage 1 - - - - - - 1782 1782 - Stage 2 - - - - - - 920 2133 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 Pot Cap-1 Maneuver 122 - - 162 - - 23 3 245 Stage 1 - - - - - - 55 133 - Stage 2 - - - - - - 264 88 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 122 - - 162 - - 10 ~ 2 245 Mov Cap-2 Maneuver - - - - - - 10 ~ 2 - Stage 1 - - - - - - 54 130 - Stage 2 - - - - - - 164 58 - Approach EB WB NB 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 HCM 2010 TWSC Recent AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 6/6/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 26 1 8 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 94 94 94 Heavy Vehicles, % 2 2 2 Mvmt Flow 28 1 9 Major/Minor Minor2 Conflicting Flow All 2849 3919 1011 Stage 1 2133 2133 - Stage 2 716 1786 - Critical Hdwy 6.44 6.54 7.14 Critical Hdwy Stg 1 7.34 5.54 - Critical Hdwy Stg 2 6.74 5.54 - Follow-up Hdwy 3.82 4.02 3.92 Pot Cap-1 Maneuver ~ 18 3 204 Stage 1 31 88 - Stage 2 352 132 - Platoon blocked, % Mov Cap-1 Maneuver - 2 204 Mov Cap-2 Maneuver - 2 - Stage 1 30 58 - Stage 2 182 129 - Approach SB HCM Control Delay, s HCM LOS - Minor Lane/Major Mvmt Lanes and Geometrics Recent AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 6/6/2014 Synchro 8 Light Report Delich Associates recent am.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 6/6/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 6.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 9 2206 33 91 2001 53 4 2 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 250 - - 350 - 200 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 2424 36 100 2199 58 4 2 71 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 2199 0 0 2460 0 0 3543 4861 1230 Stage 1 - - - - - - 2462 2462 - Stage 2 - - - - - - 1081 2399 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 Pot Cap-1 Maneuver 99 - - ~ 73 - - 6 ~ 1 145 Stage 1 - - - - - - 18 60 - Stage 2 - - - - - - 209 64 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 99 - - ~ 73 - - - ~ 1 145 Mov Cap-2 Maneuver - - - - - - - ~ 1 - Stage 1 - - - - - - 16 54 - Stage 2 - - - - - - 191 64 - Approach EB WB NB 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 HCM 2010 TWSC Recent PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 6/6/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 14 3 6 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 91 91 91 Heavy Vehicles, % 2 2 2 Mvmt Flow 15 3 7 Major/Minor Minor2 Conflicting Flow All 3390 4879 1099 Stage 1 2399 2399 - Stage 2 991 2480 - Critical Hdwy 6.44 6.54 7.14 Critical Hdwy Stg 1 7.34 5.54 - Critical Hdwy Stg 2 6.74 5.54 - Follow-up Hdwy 3.82 4.02 3.92 Pot Cap-1 Maneuver ~ 8 ~ 1 178 Stage 1 20 64 - Stage 2 238 58 - Platoon blocked, % Mov Cap-1 Maneuver - ~ 1 178 Mov Cap-2 Maneuver - ~ 1 - Stage 1 18 64 - Stage 2 104 52 - Approach SB HCM Control Delay, s HCM LOS - Minor Lane/Major Mvmt Lanes and Geometrics Recent PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 6/6/2014 Synchro 8 Light Report Delich Associates recent pm.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 6/6/2014 Synchro 8 Light Report Delich Associates recent am.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 6/6/2014 Synchro 8 Light Report Delich Associates recent am.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 6/6/2014 Synchro 8 Light Report Delich Associates recent pm.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 6/6/2014 Synchro 8 Light Report Delich Associates recent pm.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 6/6/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 37 186 3 2 238 40 4 3 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - - 150 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 44 219 4 2 280 47 5 4 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 327 0 0 222 0 0 624 640 221 Stage 1 - - - - - - 308 308 - Stage 2 - - - - - - 316 332 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1233 - - 1347 - - 398 393 819 Stage 1 - - - - - - 702 660 - Stage 2 - - - - - - 695 644 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1233 - - 1347 - - 377 378 819 Mov Cap-2 Maneuver - - - - - - 377 378 - Stage 1 - - - - - - 677 636 - Stage 2 - - - - - - 678 643 - Approach EB WB NB HCM Control Delay, s 1.3 0.1 13.6 HCM LOS B 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 HCM 2010 TWSC Recent AM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 6/6/2014 Synchro 8 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 42 3 11 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 49 4 13 Major/Minor Minor2 Conflicting Flow All 619 617 304 Stage 1 308 308 - Stage 2 311 309 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 401 405 736 Stage 1 702 660 - Stage 2 699 660 - Platoon blocked, % Mov Cap-1 Maneuver 386 390 736 Mov Cap-2 Maneuver 386 390 - Stage 1 677 659 - Stage 2 668 636 - Approach SB HCM Control Delay, s 15 HCM LOS C Minor Lane/Major Mvmt Lanes and Geometrics Recent AM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 6/6/2014 Synchro 8 Light Report Delich Associates recent am.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 6/6/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 21 256 2 1 312 53 2 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - - 150 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 294 2 1 359 61 2 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 420 0 0 297 0 0 763 766 295 Stage 1 - - - - - - 344 344 - Stage 2 - - - - - - 419 422 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1139 - - 1264 - - 321 333 744 Stage 1 - - - - - - 671 637 - Stage 2 - - - - - - 612 588 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1139 - - 1264 - - 288 326 744 Mov Cap-2 Maneuver - - - - - - 288 326 - Stage 1 - - - - - - 657 624 - Stage 2 - - - - - - 560 588 - Approach EB WB NB HCM Control Delay, s 0.6 0 12.1 HCM LOS B 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 HCM 2010 TWSC Recent PM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 6/6/2014 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 38 6 42 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 87 87 87 Heavy Vehicles, % 2 2 2 Mvmt Flow 44 7 48 Major/Minor Minor2 Conflicting Flow All 738 736 389 Stage 1 391 391 - Stage 2 347 345 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 334 346 659 Stage 1 633 607 - Stage 2 669 636 - Platoon blocked, % Mov Cap-1 Maneuver 326 338 659 Mov Cap-2 Maneuver 326 338 - Stage 1 620 607 - Stage 2 650 623 - Approach SB HCM Control Delay, s 15.7 HCM LOS C Minor Lane/Major Mvmt Lanes and Geometrics Recent PM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 6/6/2014 Synchro 8 Light Report Delich Associates recent pm.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 4382 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 270 VPH PM 5258 VPH NB LT/T/RT PM 241 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 111 VPH AM 725 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 191 VPH PM 852 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 111 VPH AM 725 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 191 VPH PM 852 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 111 VPH AM 725 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 191 VPH PM 852 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 175 VPH AM 1095 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 1215 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 175 VPH AM 1095 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 1215 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 175 VPH AM 1095 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 1215 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 229 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 3 1937 8 64 2201 35 3 3 136 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 250 - - 350 - 200 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 2061 9 68 2341 37 3 3 145 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 2341 0 0 2069 0 0 3144 4549 1035 Stage 1 - - - - - - 2071 2071 - Stage 2 - - - - - - 1073 2478 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 Pot Cap-1 Maneuver 84 - - 115 - - 12 ~ 1 197 Stage 1 - - - - - - 34 95 - Stage 2 - - - - - - 212 58 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 84 - - 115 - - 6 0 197 Mov Cap-2 Maneuver - - - - - - 6 0 - Stage 1 - - - - - - 33 92 - Stage 2 - - - - - - 78 24 - Approach EB WB NB HCM Control Delay, s 0.1 2.1 250.2 HCM LOS 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 HCM 2010 TWSC Short Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 29 1 9 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 94 94 94 Heavy Vehicles, % 2 2 2 Mvmt Flow 31 1 10 Major/Minor Minor2 Conflicting Flow All 3310 4554 1171 Stage 1 2478 2478 - Stage 2 832 2076 - Critical Hdwy 6.44 6.54 7.14 Critical Hdwy Stg 1 7.34 5.54 - Critical Hdwy Stg 2 6.74 5.54 - Follow-up Hdwy 3.82 4.02 3.92 Pot Cap-1 Maneuver ~ 9 ~ 1 159 Stage 1 ~ 17 58 - Stage 2 299 94 - Platoon blocked, % Mov Cap-1 Maneuver ~ 1 0 159 Mov Cap-2 Maneuver ~ 1 0 - Stage 1 ~ 16 24 - Stage 2 74 91 - Approach SB HCM Control Delay, s $ 24971 HCM LOS F Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb am.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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 46.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 10 2593 36 119 2350 59 4 3 83 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 250 - - 350 - 200 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 2849 40 131 2582 65 4 3 91 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 2582 0 0 2889 0 0 4188 5735 1445 Stage 1 - - - - - - 2891 2891 - Stage 2 - - - - - - 1297 2844 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 Pot Cap-1 Maneuver 63 - - ~ 43 - - ~ 2 0 104 Stage 1 - - - - - - 8 35 - Stage 2 - - - - - - 153 37 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 63 - - ~ 43 - - ~ 2 0 104 Mov Cap-2 Maneuver - - - - - - ~ 2 0 - Stage 1 - - - - - - 7 29 - Stage 2 - - - - - - 127 37 - Approach EB WB NB HCM Control Delay, s 0.3 52.7 $ 1254 HCM LOS F 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 HCM 2010 TWSC Short Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 15 4 7 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 91 91 91 Heavy Vehicles, % 2 2 2 Mvmt Flow 16 4 8 Major/Minor Minor2 Conflicting Flow All 4007 5755 1291 Stage 1 2844 2844 - Stage 2 1163 2911 - Critical Hdwy 6.44 6.54 7.14 Critical Hdwy Stg 1 7.34 5.54 - Critical Hdwy Stg 2 6.74 5.54 - Follow-up Hdwy 3.82 4.02 3.92 Pot Cap-1 Maneuver ~ 3 0 132 Stage 1 ~ 9 37 - Stage 2 186 34 - Platoon blocked, % Mov Cap-1 Maneuver 0 0 132 Mov Cap-2 Maneuver 0 0 - Stage 1 ~ 7 37 - Stage 2 17 28 - Approach SB HCM Control Delay, s 39.7 HCM LOS E Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb pm.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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb am.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 - - - 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 588 981 1510 - - - Mov Cap-2 Maneuver 588 - - - - - Stage 1 944 - - - - - Stage 2 709 - - - - - 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 - 588 981 - - HCM Lane V/C Ratio 0.057 - 0.224 0.037 - - HCM Control Delay (s) 7.5 - 12.9 8.8 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.9 0.1 - - Lanes and Geometrics Short Bkgrd AM 9: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb am.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 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 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1822 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb pm.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 0 150 - - - 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 603 886 1387 - - - Mov Cap-2 Maneuver 603 - - - - - Stage 1 870 - - - - - Stage 2 788 - - - - - 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 - 603 886 - - HCM Lane V/C Ratio 0.046 - 0.133 0.09 - - HCM Control Delay (s) 7.7 - 11.9 9.5 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0.5 0.3 - - Lanes and Geometrics Short Bkgrd PM 9: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb pm.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 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 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1788 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 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 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 45 226 9 6 290 112 12 9 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - - 150 - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 266 11 7 341 132 14 11 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 341 0 0 276 0 0 738 732 271 Stage 1 - - - - - - 377 377 - Stage 2 - - - - - - 361 355 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1218 - - 1287 - - 334 348 768 Stage 1 - - - - - - 644 616 - Stage 2 - - - - - - 657 630 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1218 - - 1287 - - 306 331 768 Mov Cap-2 Maneuver - - - - - - 306 331 - Stage 1 - - - - - - 616 589 - Stage 2 - - - - - - 627 627 - Approach EB WB NB HCM Control Delay, s 1.3 0.1 15.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 364 1218 - - 1287 - - 311 701 HCM Lane V/C Ratio 0.087 0.043 - - 0.005 - - 0.261 0.023 HCM Control Delay (s) 15.8 8.1 - - 7.8 - - 20.6 10.3 HCM Lane LOS C A - - A - - C B HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 1 0.1 HCM 2010 TWSC Short Bkgrd AM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 60 9 14 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - 150 Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 71 11 16 Major/Minor Minor2 Conflicting Flow All 741 737 341 Stage 1 355 355 - Stage 2 386 382 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 332 346 701 Stage 1 662 630 - Stage 2 637 613 - Platoon blocked, % Mov Cap-1 Maneuver 309 329 701 Mov Cap-2 Maneuver 309 329 - Stage 1 633 627 - Stage 2 593 586 - Approach SB HCM Control Delay, s 18.9 HCM LOS C Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd AM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb am.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 0.959 Satd. Flow (prot) 1770 1852 0 1770 1863 1583 0 1769 0 0 1786 1583 Flt Permitted 0.950 0.950 0.979 0.959 Satd. Flow (perm) 1770 1852 0 1770 1863 1583 0 1769 0 0 1786 1583 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 26 311 6 3 380 95 6 3 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - - 150 - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 357 7 3 437 109 7 3 17 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 437 0 0 364 0 0 875 865 361 Stage 1 - - - - - - 421 421 - Stage 2 - - - - - - 454 444 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1123 - - 1195 - - 270 292 684 Stage 1 - - - - - - 610 589 - Stage 2 - - - - - - 586 575 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1123 - - 1195 - - 225 283 684 Mov Cap-2 Maneuver - - - - - - 225 283 - Stage 1 - - - - - - 594 573 - Stage 2 - - - - - - 508 574 - Approach EB WB NB HCM Control Delay, s 0.6 0.1 14.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 405 1123 - - 1195 - - 259 620 HCM Lane V/C Ratio 0.068 0.027 - - 0.003 - - 0.506 0.098 HCM Control Delay (s) 14.5 8.3 - - 8 - - 32.3 11.4 HCM Lane LOS B A - - A - - D B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 2.6 0.3 HCM 2010 TWSC Short Bkgrd PM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 96 18 53 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - 150 Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 87 87 87 Heavy Vehicles, % 2 2 2 Mvmt Flow 110 21 61 Major/Minor Minor2 Conflicting Flow All 875 868 437 Stage 1 444 444 - Stage 2 431 424 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 270 290 620 Stage 1 593 575 - Stage 2 603 587 - Platoon blocked, % Mov Cap-1 Maneuver 255 282 620 Mov Cap-2 Maneuver 255 282 - Stage 1 577 574 - Stage 2 569 571 - Approach SB HCM Control Delay, s 25.7 HCM LOS D Minor Lane/Major Mvmt Lanes and Geometrics Short Bkgrd PM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates sb pm.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 0.960 Satd. Flow (prot) 1770 1857 0 1770 1863 1583 0 1682 0 0 1788 1583 Flt Permitted 0.950 0.950 0.987 0.960 Satd. Flow (perm) 1770 1857 0 1770 1863 1583 0 1682 0 0 1788 1583 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 11/24/2014 Synchro 8 Light Report Delich Associates lb am.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 2866 892 122 3037 945 156 86 73 367 316 0 Arrive On Green 0.04 0.56 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 2.2 37.9 0.0 5.0 45.7 1.9 0.3 0.6 0.0 14.0 0.8 0.0 Cycle Q Clear(g_c), s 2.2 37.9 0.0 5.0 45.7 1.9 0.3 0.6 0.0 14.0 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 2866 892 122 3037 945 156 86 73 367 316 0 V/C Ratio(X) 0.59 0.79 -0.07 0.69 0.85 0.07 0.03 0.13 0.00 0.67 0.05 0.00 Avail Cap(c_a), veh/h 81 2866 892 163 3037 945 212 86 73 367 316 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 51.7 18.6 0.0 49.5 18.0 9.2 48.2 49.8 0.0 40.3 37.9 0.0 Incr Delay (d2), s/veh 8.5 2.3 0.0 7.4 3.3 0.1 0.1 3.1 0.0 4.8 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 1.2 18.2 0.0 2.7 22.1 0.9 0.1 0.4 0.0 7.3 0.4 0.0 LnGrp Delay(d),s/veh 60.2 20.9 0.0 56.9 21.4 9.4 48.3 52.9 0.0 45.1 38.2 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 22.2 22.2 51.5 44.6 Approach LOS CCDD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.5 69.5 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 7.0 39.9 2.3 2.8 4.2 47.7 16.0 2.6 Green Ext Time (p_c), s 0.0 18.9 0.0 0.0 0.0 16.1 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 23.4 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/24/2014 Synchro 8 Light Report Delich Associates lb am.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 11/24/2014 Synchro 8 Light Report Delich Associates lb am.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 11/12/2014 Synchro 8 Light Report Delich Associates lb pm.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 3104 966 187 3328 1036 143 78 66 236 193 0 Arrive On Green 0.06 0.61 0.00 0.11 0.65 0.65 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 3104 966 187 3328 1036 143 78 66 236 193 0 V/C Ratio(X) 0.68 0.98 0.00 0.79 0.82 0.20 0.04 0.27 0.00 0.82 0.06 0.00 Avail Cap(c_a), veh/h 163 3104 966 193 3328 1036 193 78 66 236 193 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 55.0 22.6 0.0 52.2 15.4 8.2 53.5 55.5 0.0 51.5 48.3 0.0 Incr Delay (d2), s/veh 7.3 12.1 0.0 18.7 2.4 0.4 0.1 8.3 0.0 20.6 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 35.6 0.0 5.7 23.0 2.9 0.2 0.9 0.0 3.4 0.4 0.0 LnGrp Delay(d),s/veh 62.3 34.7 0.0 70.9 17.8 8.7 53.6 63.8 0.0 72.1 48.9 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 35.3 19.7 61.9 70.8 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 24.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 29.1 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lb pm.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 11/12/2014 Synchro 8 Light Report Delich Associates lb pm.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 11/12/2014 Synchro 8 Light Report Delich Associates lb am.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 11/12/2014 Synchro 8 Light Report Delich Associates lb am.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 11/12/2014 Synchro 8 Light Report Delich Associates lb pm.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 11/12/2014 Synchro 8 Light Report Delich Associates lb pm.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 11/12/2014 Synchro 8 Light Report Delich Associates lb am.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 11/12/2014 Synchro 8 Light Report Delich Associates lb am.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 11/12/2014 Synchro 8 Light Report Delich Associates lb pm.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 11/12/2014 Synchro 8 Light Report Delich Associates lb pm.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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 3 1920 100 142 2182 35 71 8 191 29 10 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 2043 67 151 2321 18 76 9 0 31 11 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 3385 1054 246 3591 1118 257 262 223 259 262 0 Arrive On Green 0.01 0.67 0.67 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 1398 1863 1583 1400 1863 0 Grp Volume(v), veh/h 3 2043 67 151 2321 18 76 9 0 31 11 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1398 1863 1583 1400 1863 0 Q Serve(g_s), s 0.1 23.9 1.6 2.6 26.3 0.4 5.3 0.4 0.0 2.1 0.5 0.0 Cycle Q Clear(g_c), s 0.1 23.9 1.6 2.6 26.3 0.4 5.8 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 3385 1054 246 3591 1118 257 262 223 259 262 0 V/C Ratio(X) 0.02 0.60 0.06 0.61 0.65 0.02 0.30 0.03 0.00 0.12 0.04 0.00 Avail Cap(c_a), veh/h 221 3385 1054 302 3591 1118 257 262 223 259 262 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 7.8 10.0 6.2 15.8 8.5 4.7 42.1 39.6 0.0 40.7 39.6 0.0 Incr Delay (d2), s/veh 0.0 0.8 0.1 2.5 0.9 0.0 2.9 0.2 0.0 0.9 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 11.4 0.7 3.2 12.3 0.2 2.3 0.2 0.0 0.9 0.3 0.0 LnGrp Delay(d),s/veh 7.9 10.8 6.3 18.2 9.4 4.7 45.1 39.8 0.0 41.6 39.9 0.0 LnGrp LOS ABABAADD DD Approach Vol, veh/h 2113 2490 85 42 Approach Delay, s/veh 10.6 9.9 44.5 41.2 Approach LOS B A D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.7 81.3 20.0 4.3 85.7 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 4.6 25.9 4.5 2.1 28.3 7.8 Green Ext Time (p_c), s 0.1 41.9 0.2 0.0 43.4 0.2 Intersection Summary HCM 2010 Ctrl Delay 11.1 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 3 2043 106 151 2321 37 76 9 203 31 21 v/c Ratio 0.02 0.62 0.10 0.69 0.62 0.03 0.40 0.04 0.13 0.16 0.09 Control Delay 3.0 12.4 1.6 33.8 8.1 0.4 50.5 41.8 0.2 44.4 29.4 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 3.0 12.4 1.6 33.8 8.1 0.4 50.5 41.8 0.2 44.4 29.4 Queue Length 50th (ft) 0 286 0 41 228 0 50 6 0 20 7 Queue Length 95th (ft) 2 331 19 #125 362 3 98 21 0 49 31 Internal Link Dist (ft) 715 842 577 533 Turn Bay Length (ft) 250 250 350 200 150 150 150 Base Capacity (vph) 151 3300 1064 226 3762 1189 189 254 1583 191 244 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.02 0.62 0.10 0.67 0.62 0.03 0.40 0.04 0.13 0.16 0.09 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 2556 124 192 2317 59 80 9 152 15 9 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 2809 89 211 2546 46 88 10 0 16 10 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 140 3092 963 253 3514 1094 282 302 257 282 302 0 Arrive On Green 0.02 0.61 0.61 0.10 0.69 0.69 0.16 0.16 0.00 0.16 0.16 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5085 1583 1399 1863 1583 1399 1863 0 Grp Volume(v), veh/h 11 2809 89 211 2546 46 88 10 0 16 10 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1399 1863 1583 1399 1863 0 Q Serve(g_s), s 0.3 56.7 2.7 8.8 36.3 1.1 6.6 0.5 0.0 1.1 0.5 0.0 Cycle Q Clear(g_c), s 0.3 56.7 2.7 8.8 36.3 1.1 7.2 0.5 0.0 1.7 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 140 3092 963 253 3514 1094 282 302 257 282 302 0 V/C Ratio(X) 0.08 0.91 0.09 0.83 0.72 0.04 0.31 0.03 0.00 0.06 0.03 0.00 Avail Cap(c_a), veh/h 183 3092 963 299 3514 1094 282 302 257 282 302 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 11.5 20.1 9.5 38.4 11.2 5.8 44.4 41.4 0.0 42.1 41.4 0.0 Incr Delay (d2), s/veh 0.2 5.1 0.2 15.8 1.3 0.1 2.9 0.2 0.0 0.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 27.7 1.2 7.7 17.2 0.5 2.8 0.3 0.0 0.5 0.3 0.0 LnGrp Delay(d),s/veh 11.8 25.3 9.7 54.2 12.5 5.8 47.2 41.6 0.0 42.5 41.6 0.0 LnGrp LOS B C A D B A D D D D Approach Vol, veh/h 2909 2803 98 26 Approach Delay, s/veh 24.7 15.6 46.7 42.1 Approach LOS C B D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.9 81.1 24.0 5.2 90.8 24.0 Change Period (Y+Rc), s 4.0 8.0 6.0 4.0 8.0 6.0 Max Green Setting (Gmax), s 14.0 70.0 18.0 4.0 80.0 18.0 Max Q Clear Time (g_c+I1), s 10.8 58.7 3.7 2.3 38.3 9.2 Green Ext Time (p_c), s 0.2 11.3 0.3 0.0 41.3 0.2 Intersection Summary HCM 2010 Ctrl Delay 20.8 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.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) 18 78 24 8 88 24 Maximum Split (%) 15.0% 65.0% 20.0% 6.7% 73.3% 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) 77 95 53 77 85 53 End Time (s) 95 53 77 85 53 77 Yield/Force Off (s) 91 45 71 81 45 71 Yield/Force Off 170(s) 91 34 71 81 34 71 Local Start Time (s) 102 0 78 102 110 78 Local Yield (s) 116 70 96 106 70 96 Local Yield 170(s) 116 59 96 106 59 96 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 11 2809 136 211 2546 65 88 10 167 16 18 v/c Ratio 0.08 0.91 0.14 0.80 0.69 0.06 0.40 0.03 0.11 0.07 0.06 Control Delay 5.2 27.3 3.4 51.1 10.5 1.6 51.6 43.2 0.1 44.1 30.9 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 5.2 27.3 3.4 51.1 10.5 1.6 51.6 43.2 0.1 44.1 30.9 Queue Length 50th (ft) 2 686 9 104 324 0 62 7 0 11 7 Queue Length 95th (ft) 6 773 35 #213 483 14 116 23 0 32 28 Internal Link Dist (ft) 715 842 577 533 Turn Bay Length (ft) 250 250 350 200 150 150 150 Base Capacity (vph) 138 3071 998 285 3703 1170 220 294 1583 221 281 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.08 0.91 0.14 0.74 0.69 0.06 0.40 0.03 0.11 0.07 0.06 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.syn Intersection Int Delay, s/veh 5.8 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 32 129 141 47 179 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 - - - 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 38 152 166 55 211 86 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 701 194 0 0 221 0 Stage 1 194 - - - - - Stage 2 507 - - - - - 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 405 847 - - 1348 - Stage 1 839 - - - - - Stage 2 605 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 342 847 - - 1348 - Mov Cap-2 Maneuver 342 - - - - - Stage 1 839 - - - - - Stage 2 510 - - - - - Approach WB NB SB HCM Control Delay, s 12.7 0 5.8 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 655 1348 - HCM Lane V/C Ratio - - 0.289 0.156 - HCM Control Delay (s) - - 12.7 8.2 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 1.2 0.6 - Lanes and Geometrics Short Total AM 6: Strauss Cabin Road & Site Access Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 175 Storage Lanes 1 0 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 0.892 0.966 Flt Protected 0.990 0.950 Satd. Flow (prot) 1645 0 1799 0 1770 1863 Flt Permitted 0.990 0.950 Satd. Flow (perm) 1645 0 1799 0 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.syn Intersection Int Delay, s/veh 5.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 31 151 90 36 168 157 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 - - - 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 36 178 106 42 198 185 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 707 127 0 0 148 0 Stage 1 127 - - - - - Stage 2 580 - - - - - 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 402 923 - - 1434 - Stage 1 899 - - - - - Stage 2 560 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 346 923 - - 1434 - Mov Cap-2 Maneuver 346 - - - - - Stage 1 899 - - - - - Stage 2 483 - - - - - Approach WB NB SB HCM Control Delay, s 12.1 0 4.1 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 719 1434 - HCM Lane V/C Ratio - - 0.298 0.138 - HCM Control Delay (s) - - 12.1 7.9 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 1.2 0.5 - Lanes and Geometrics Short Total PM 6: Strauss Cabin Road & Site Access Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 175 Storage Lanes 1 0 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 0.888 0.962 Flt Protected 0.992 0.950 Satd. Flow (prot) 1641 0 1792 0 1770 1863 Flt Permitted 0.992 0.950 Satd. Flow (perm) 1641 0 1792 0 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.syn Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 42 31 73 146 89 16 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 49 36 86 172 105 19 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 449 105 105 0 - 0 Stage 1 105 - - - - - Stage 2 344 - - - - - 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 568 949 1486 - - - Stage 1 919 - - - - - Stage 2 718 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 535 949 1486 - - - Mov Cap-2 Maneuver 535 - - - - - Stage 1 919 - - - - - Stage 2 676 - - - - - Approach EB NB SB HCM Control Delay, s 10.9 2.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1486 - 535 949 - - HCM Lane V/C Ratio 0.058 - 0.092 0.038 - - HCM Control Delay (s) 7.6 - 12.4 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 25 68 54 101 136 52 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 29 80 64 119 160 61 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 406 160 160 0 - 0 Stage 1 160 - - - - - Stage 2 246 - - - - - 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 601 885 1419 - - - Stage 1 869 - - - - - Stage 2 795 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 574 885 1419 - - - Mov Cap-2 Maneuver 574 - - - - - Stage 1 869 - - - - - Stage 2 759 - - - - - Approach EB NB SB HCM Control Delay, s 10.1 2.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1419 - 574 885 - - HCM Lane V/C Ratio 0.045 - 0.051 0.09 - - HCM Control Delay (s) 7.7 - 11.6 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.syn Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 64 226 9 6 290 130 12 9 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - - 150 - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 75 266 11 7 341 153 14 11 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 341 0 0 276 0 0 783 777 271 Stage 1 - - - - - - 422 422 - Stage 2 - - - - - - 361 355 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1218 - - 1287 - - 311 328 768 Stage 1 - - - - - - 609 588 - Stage 2 - - - - - - 657 630 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1218 - - 1287 - - 274 306 768 Mov Cap-2 Maneuver - - - - - - 274 306 - Stage 1 - - - - - - 572 552 - Stage 2 - - - - - - 612 627 - Approach EB WB NB HCM Control Delay, s 1.7 0.1 16.9 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 333 1218 - - 1287 - - 286 701 HCM Lane V/C Ratio 0.095 0.062 - - 0.005 - - 0.341 0.047 HCM Control Delay (s) 16.9 8.2 - - 7.8 - - 24 10.4 HCM Lane LOS C A - - A - - C B HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 1.5 0.1 HCM 2010 TWSC Short Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 74 9 28 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - 150 Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 85 85 85 Heavy Vehicles, % 2 2 2 Mvmt Flow 87 11 33 Major/Minor Minor2 Conflicting Flow All 786 782 341 Stage 1 355 355 - Stage 2 431 427 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 310 326 701 Stage 1 662 630 - Stage 2 603 585 - Platoon blocked, % Mov Cap-1 Maneuver 284 304 701 Mov Cap-2 Maneuver 284 304 - Stage 1 621 627 - Stage 2 550 549 - Approach SB HCM Control Delay, s 20.6 HCM LOS C Minor Lane/Major Mvmt Lanes and Geometrics Short Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st am stop.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 0.957 Satd. Flow (prot) 1770 1852 0 1770 1863 1583 0 1769 0 0 1783 1583 Flt Permitted 0.950 0.950 0.979 0.957 Satd. Flow (perm) 1770 1852 0 1770 1863 1583 0 1769 0 0 1783 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 Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.syn Intersection Int Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 42 311 6 3 380 110 6 3 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length 150 - - 150 - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 48 357 7 3 437 126 7 3 17 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 437 0 0 364 0 0 911 901 361 Stage 1 - - - - - - 457 457 - Stage 2 - - - - - - 454 444 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1123 - - 1195 - - 255 278 684 Stage 1 - - - - - - 583 568 - Stage 2 - - - - - - 586 575 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1123 - - 1195 - - 204 265 684 Mov Cap-2 Maneuver - - - - - - 204 265 - Stage 1 - - - - - - 558 544 - Stage 2 - - - - - - 496 574 - Approach EB WB NB HCM Control Delay, s 1 0 15.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 383 1123 - - 1195 - - 241 620 HCM Lane V/C Ratio 0.072 0.043 - - 0.003 - - 0.601 0.121 HCM Control Delay (s) 15.1 8.3 - - 8 - - 40.2 11.6 HCM Lane LOS C A - - A - - E B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 3.5 0.4 HCM 2010 TWSC Short Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.syn Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 108 18 65 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - 150 Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 87 87 87 Heavy Vehicles, % 2 2 2 Mvmt Flow 124 21 75 Major/Minor Minor2 Conflicting Flow All 912 905 437 Stage 1 444 444 - Stage 2 468 461 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 255 276 620 Stage 1 593 575 - Stage 2 575 565 - Platoon blocked, % Mov Cap-1 Maneuver 238 264 620 Mov Cap-2 Maneuver 238 264 - Stage 1 568 574 - Stage 2 533 541 - Approach SB HCM Control Delay, s 30.5 HCM LOS D Minor Lane/Major Mvmt Lanes and Geometrics Short Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm stop.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 11/12/2014 Synchro 8 Light Report Delich Associates Page 2 Intersection Intersection Delay, s/veh 8.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 352 501 32 131 Demand Flow Rate, veh/h 358 511 32 134 Vehicles Circulating, veh/h 107 101 436 369 Vehicles Exiting, veh/h 396 367 29 243 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 7.3 9.6 5.4 6.6 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 358 511 32 134 Cap Entry Lane, veh/h 1015 1021 731 781 Entry HV Adj Factor 0.982 0.981 0.993 0.976 Flow Entry, veh/h 352 501 32 131 Cap Entry, veh/h 997 1002 726 763 V/C Ratio 0.353 0.500 0.044 0.172 Control Delay, s/veh 7.3 9.6 5.4 6.6 LOSAAAA 95th %tile Queue, veh 2301 Lanes and Geometrics Short Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates Page 1 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 0.959 0.970 0.966 Flt Protected 0.989 0.999 0.979 0.968 Satd. Flow (prot) 0 1835 0 0 1785 0 0 1769 0 0 1742 0 Flt Permitted 0.989 0.999 0.979 0.968 Satd. Flow (perm) 0 1835 0 0 1785 0 0 1769 0 0 1742 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 11/12/2014 Synchro 8 Light Report Delich Associates st pm rndabt.syn Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 412 566 27 220 Demand Flow Rate, veh/h 420 578 27 223 Vehicles Circulating, veh/h 150 59 539 456 Vehicles Exiting, veh/h 529 507 31 181 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 10.2 5.9 9.0 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 420 578 27 223 Cap Entry Lane, veh/h 973 1065 659 716 Entry HV Adj Factor 0.981 0.980 0.998 0.985 Flow Entry, veh/h 412 566 27 220 Cap Entry, veh/h 954 1044 658 705 V/C Ratio 0.432 0.543 0.041 0.311 Control Delay, s/veh 8.8 10.2 5.9 9.0 LOSABAA 95th %tile Queue, veh 2301 Lanes and Geometrics Short Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates st pm rndabt.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 0.970 0.915 0.954 Flt Protected 0.994 0.987 0.973 Satd. Flow (prot) 0 1848 0 0 1807 0 0 1682 0 0 1729 0 Flt Permitted 0.994 0.987 0.973 Satd. Flow (perm) 0 1848 0 0 1807 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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 35 2130 270 315 2445 125 90 30 235 235 85 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 207 332 2574 85 95 32 0 247 89 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 2820 950 407 3241 1163 156 90 76 335 186 144 Arrive On Green 0.04 0.55 0.55 0.12 0.64 0.64 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 207 332 2574 85 95 32 0 247 89 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 38.6 6.6 10.4 40.9 1.7 3.0 1.8 0.0 7.7 5.0 0.0 Cycle Q Clear(g_c), s 2.3 38.6 6.6 10.4 40.9 1.7 3.0 1.8 0.0 7.7 5.0 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 2820 950 407 3241 1163 156 90 76 335 186 144 V/C Ratio(X) 0.59 0.80 0.22 0.82 0.79 0.07 0.61 0.36 0.00 0.74 0.48 0.00 Avail Cap(c_a), veh/h 81 2820 950 407 3241 1163 156 90 76 344 186 144 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 19.5 10.1 47.3 14.6 4.1 51.5 50.7 0.0 48.3 46.8 0.0 Incr Delay (d2), s/veh 8.6 2.4 0.5 12.2 2.1 0.1 6.6 10.7 0.0 7.9 8.5 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 18.5 3.0 5.6 19.5 0.8 1.6 1.2 0.0 4.0 3.0 0.0 LnGrp Delay(d),s/veh 60.8 21.9 10.7 59.5 16.7 4.2 58.1 61.4 0.0 56.2 55.3 0.0 LnGrp LOS E C BEBAEE EE Approach Vol, veh/h 2486 2991 127 336 Approach Delay, s/veh 21.6 21.1 59.0 56.0 Approach LOS C C E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.0 68.0 8.0 16.0 8.9 77.1 13.7 10.3 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 60.0 4.0 10.0 4.0 68.0 10.0 4.0 Max Q Clear Time (g_c+I1), s 12.4 40.6 5.0 7.0 4.3 42.9 9.7 3.8 Green Ext Time (p_c), s 0.0 19.2 0.0 0.1 0.0 24.8 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 24.1 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.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 68 8 16 10 76 14 10 Maximum Split (%) 16.4% 61.8% 7.3% 14.5% 9.1% 69.1% 12.7% 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 68 76 92 102 68 82 End Time (s) 0 68 76 92 102 68 82 92 Yield/Force Off (s) 104 60 72 86 96 60 78 86 Yield/Force Off 170(s) 104 49 72 86 96 49 78 86 Local Start Time (s) 92 0 68 76 92 102 68 82 Local Yield (s) 104 60 72 86 96 60 78 86 Local Yield 170(s) 104 49 72 86 96 49 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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 37 2242 284 332 2574 132 95 32 247 247 89 63 v/c Ratio 0.46 0.80 0.26 0.82 0.76 0.10 0.61 0.38 0.16 0.72 0.48 0.04 Control Delay 69.9 22.2 3.1 64.7 15.3 0.6 68.4 63.8 0.2 61.1 56.0 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 22.2 3.1 64.7 15.3 0.6 68.4 63.8 0.2 61.1 56.0 0.1 Queue Length 50th (ft) 26 438 22 119 464 0 34 22 0 88 60 0 Queue Length 95th (ft) #66 504 52 #189 531 11 #68 55 0 #140 113 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 2819 1113 405 3374 1332 156 85 1583 343 186 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.46 0.80 0.26 0.82 0.76 0.10 0.61 0.38 0.16 0.72 0.48 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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 70 2855 150 240 2560 270 235 80 310 185 30 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 3005 112 253 2695 202 247 84 0 195 32 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 3051 1101 301 3199 1115 328 132 112 258 94 67 Arrive On Green 0.06 0.60 0.60 0.09 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 3005 112 253 2695 202 247 84 0 195 32 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 69.3 2.8 8.7 50.2 5.2 8.4 5.3 0.0 6.7 2.0 0.0 Cycle Q Clear(g_c), s 4.9 69.3 2.8 8.7 50.2 5.2 8.4 5.3 0.0 6.7 2.0 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 3051 1101 301 3199 1115 328 132 112 258 94 67 V/C Ratio(X) 0.72 0.98 0.10 0.84 0.84 0.18 0.75 0.64 0.00 0.76 0.34 0.00 Avail Cap(c_a), veh/h 103 3051 1101 301 3199 1115 344 132 112 258 94 67 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 23.5 6.0 53.9 17.6 6.0 52.9 54.2 0.0 54.4 55.0 0.0 Incr Delay (d2), s/veh 20.8 13.1 0.2 18.7 2.9 0.4 8.6 21.2 0.0 12.0 9.6 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 3.0 35.7 1.3 4.9 24.1 2.4 4.4 3.5 0.0 3.6 1.3 0.0 LnGrp Delay(d),s/veh 76.3 36.6 6.2 72.6 20.4 6.4 61.5 75.4 0.0 66.4 64.6 0.0 LnGrp LOS E D A E C A E E E E Approach Vol, veh/h 3191 3150 331 227 Approach Delay, s/veh 36.4 23.7 65.0 66.1 Approach LOS D C E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.5 79.0 14.4 11.1 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 9.5 71.0 11.0 4.5 6.0 74.5 8.0 7.5 Max Q Clear Time (g_c+I1), s 10.7 71.3 10.4 4.0 6.9 52.2 8.7 7.3 Green Ext Time (p_c), s 0.0 0.0 0.1 0.0 0.0 22.3 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 33.0 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.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) 15.5 79 15 10.5 12 82.5 12 13.5 Maximum Split (%) 12.9% 65.8% 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) 104.5 0 79 94 104.5 116.5 79 91 End Time (s) 0 79 94 104.5 116.5 79 91 104.5 Yield/Force Off (s) 114 71 90 98.5 110.5 71 87 98.5 Yield/Force Off 170(s) 114 60 90 98.5 110.5 60 87 98.5 Local Start Time (s) 104.5 0 79 94 104.5 116.5 79 91 Local Yield (s) 114 71 90 98.5 110.5 71 87 98.5 Local Yield 170(s) 114 60 90 98.5 110.5 60 87 98.5 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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 74 3005 158 253 2695 284 247 84 326 195 32 47 v/c Ratio 0.72 0.98 0.13 0.84 0.84 0.23 0.73 0.64 0.21 0.76 0.37 0.03 Control Delay 91.1 37.0 0.8 78.3 20.8 1.4 65.8 76.6 0.3 73.6 67.6 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 37.0 0.8 78.3 20.8 1.4 65.8 76.6 0.3 73.6 67.6 0.0 Queue Length 50th (ft) 57 785 0 101 561 11 96 64 0 77 25 0 Queue Length 95th (ft) #138 #958 15 #171 634 31 #148 #135 0 #132 59 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 3051 1238 300 3199 1258 343 131 1583 257 87 1583 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.72 0.98 0.13 0.84 0.84 0.23 0.72 0.64 0.21 0.76 0.37 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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.syn Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 135 220 55 0 670 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, # 1 - 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 0 142 232 58 0 705 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 585 232 0 0 232 0 Stage 1 232 - - - - - Stage 2 353 - - - - - 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 457 806 - - 1336 - Stage 1 806 - - - - - Stage 2 683 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 457 806 - - 1336 - Mov Cap-2 Maneuver 542 - - - - - Stage 1 806 - - - - - Stage 2 683 - - - - - Approach WB NB SB HCM Control Delay, s 10.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 806 1336 - HCM Lane V/C Ratio - - 0.176 - - HCM Control Delay (s) - - 10.4 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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.syn Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 210 415 40 0 420 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, # 1 - 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 0 221 437 42 0 442 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 658 437 0 0 437 0 Stage 1 437 - - - - - Stage 2 221 - - - - - 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 413 619 - - 1123 - Stage 1 650 - - - - - Stage 2 795 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 413 619 - - 1123 - Mov Cap-2 Maneuver 510 - - - - - Stage 1 650 - - - - - Stage 2 795 - - - - - Approach WB NB SB HCM Control Delay, s 14 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 619 1123 - HCM Lane V/C Ratio - - 0.357 - - HCM Control Delay (s) - - 14 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 1.6 0 - Lanes and Geometrics Long Total PM 6: Strauss Cabin Road & RT Access Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.syn Intersection Int Delay, s/veh 5.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 40 25 250 30 415 255 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 42 26 263 32 437 268 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1421 279 0 0 295 0 Stage 1 279 - - - - - Stage 2 1142 - - - - - 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 150 760 - - 1266 - Stage 1 768 - - - - - Stage 2 304 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 98 760 - - 1266 - Mov Cap-2 Maneuver 170 - - - - - Stage 1 768 - - - - - Stage 2 199 - - - - - Approach WB NB SB HCM Control Delay, s 24.1 0 5.8 HCM LOS C Minor Lane/Major Mvmt NBT NBR WBLn1 WBLn2 SBL SBT Capacity (veh/h) - - 170 760 1266 - HCM Lane V/C Ratio - - 0.248 0.035 0.345 - HCM Control Delay (s) - - 33 9.9 9.3 - HCM Lane LOS - - D A A - HCM 95th %tile Q(veh) - - 0.9 0.1 1.6 - Lanes and Geometrics Long Total AM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.syn Intersection Int Delay, s/veh 5.5 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 85 160 295 5 210 210 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 89 168 311 5 221 221 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 976 313 0 0 316 0 Stage 1 313 - - - - - Stage 2 663 - - - - - 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 279 727 - - 1244 - Stage 1 741 - - - - - Stage 2 512 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 229 727 - - 1244 - Mov Cap-2 Maneuver 336 - - - - - Stage 1 741 - - - - - Stage 2 421 - - - - - Approach WB NB SB HCM Control Delay, s 14.2 0 4.3 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 WBLn2 SBL SBT Capacity (veh/h) - - 336 727 1244 - HCM Lane V/C Ratio - - 0.266 0.232 0.178 - HCM Control Delay (s) - - 19.6 11.4 8.5 - HCM Lane LOS - - C B A - HCM 95th %tile Q(veh) - - 1.1 0.9 0.6 - Lanes and Geometrics Long Total PM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.syn Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 20 260 40 120 175 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 21 274 42 126 184 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 732 295 0 0 316 0 Stage 1 295 - - - - - Stage 2 437 - - - - - 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 388 744 - - 1244 - Stage 1 755 - - - - - Stage 2 651 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 349 744 - - 1244 - Mov Cap-2 Maneuver 455 - - - - - Stage 1 755 - - - - - Stage 2 585 - - - - - Approach WB NB SB HCM Control Delay, s 10 0 3.3 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 744 1244 - HCM Lane V/C Ratio - - 0.028 0.102 - HCM Control Delay (s) - - 10 8.2 - HCM Lane LOS - - B 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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.syn Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 105 195 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 0 111 205 11 26 284 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 548 211 0 0 216 0 Stage 1 211 - - - - - 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 497 829 - - 1354 - Stage 1 824 - - - - - Stage 2 723 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 487 829 - - 1354 - Mov Cap-2 Maneuver 567 - - - - - Stage 1 824 - - - - - Stage 2 709 - - - - - Approach WB NB SB HCM Control Delay, s 10 0 0.7 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 829 1354 - HCM Lane V/C Ratio - - 0.133 0.019 - HCM Control Delay (s) - - 10 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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.syn Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 10 5 295 50 30 145 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 - 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 5 311 53 32 153 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 527 311 0 0 311 0 Stage 1 311 - - - - - Stage 2 216 - - - - - 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 512 729 - - 1249 - Stage 1 743 - - - - - Stage 2 820 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 499 729 - - 1249 - Mov Cap-2 Maneuver 499 - - - - - Stage 1 743 - - - - - Stage 2 799 - - - - - Approach WB NB SB HCM Control Delay, s 11.6 0 1.4 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 WBLn2 SBL SBT Capacity (veh/h) - - 499 729 1249 - HCM Lane V/C Ratio - - 0.021 0.007 0.025 - HCM Control Delay (s) - - 12.4 10 8 - HCM Lane LOS - - B B A - HCM 95th %tile Q(veh) - - 0.1 0 0.1 - Lanes and Geometrics Long Total AM 12: Strauss Cabin Road & Access B Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.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 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 1863 1583 1770 1863 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 65 30 175 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 100 0 - 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 32 184 11 5 279 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 473 184 0 0 184 0 Stage 1 184 - - - - - 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 550 858 - - 1391 - Stage 1 848 - - - - - Stage 2 760 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 548 858 - - 1391 - Mov Cap-2 Maneuver 548 - - - - - Stage 1 848 - - - - - Stage 2 757 - - - - - Approach WB NB SB HCM Control Delay, s 11.5 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 WBLn2 SBL SBT Capacity (veh/h) - - 548 858 1391 - HCM Lane V/C Ratio - - 0.125 0.037 0.004 - HCM Control Delay (s) - - 12.5 9.4 7.6 - HCM Lane LOS - - B A A - HCM 95th %tile Q(veh) - - 0.4 0.1 0 - Lanes and Geometrics Long Total PM 12: Strauss Cabin Road & Access B Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.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 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 1863 1583 1770 1863 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 70 35 75 275 130 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 79 289 137 26 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 584 137 137 0 - 0 Stage 1 137 - - - - - Stage 2 447 - - - - - 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 474 911 1447 - - - Stage 1 890 - - - - - Stage 2 644 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 448 911 1447 - - - Mov Cap-2 Maneuver 448 - - - - - Stage 1 890 - - - - - Stage 2 609 - - - - - Approach EB NB SB HCM Control Delay, s 12.8 1.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1447 - 448 911 - - HCM Lane V/C Ratio 0.055 - 0.164 0.04 - - HCM Control Delay (s) 7.6 - 14.6 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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 35 70 55 150 255 75 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 37 74 58 158 268 79 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 542 268 268 0 - 0 Stage 1 268 - - - - - Stage 2 274 - - - - - 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 501 771 1296 - - - Stage 1 777 - - - - - Stage 2 772 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 479 771 1296 - - - Mov Cap-2 Maneuver 479 - - - - - Stage 1 777 - - - - - Stage 2 737 - - - - - Approach EB NB SB HCM Control Delay, s 11.2 2.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1296 - 479 771 - - HCM Lane V/C Ratio 0.045 - 0.077 0.096 - - HCM Control Delay (s) 7.9 - 13.1 10.2 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0.1 - 0.2 0.3 - - Lanes and Geometrics Long Total PM 17: Strauss Cabin Road & Rock Creek Drive Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.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 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.syn Intersection Intersection Delay, s/veh 13.3 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 505 648 94 184 Demand Flow Rate, veh/h 516 660 97 187 Vehicles Circulating, veh/h 134 220 596 483 Vehicles Exiting, veh/h 536 473 54 397 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 10.3 17.7 7.8 8.5 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 516 660 97 187 Cap Entry Lane, veh/h 988 907 623 697 Entry HV Adj Factor 0.979 0.981 0.974 0.982 Flow Entry, veh/h 505 648 94 184 Cap Entry, veh/h 968 890 606 685 V/C Ratio 0.522 0.728 0.156 0.268 Control Delay, s/veh 10.3 17.7 7.8 8.5 LOS B C A A 95th %tile Queue, veh 3711 Lanes and Geometrics Long Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 11/12/2014 Synchro 8 Light Report Delich Associates lt am rndabt.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 0.955 0.963 0.954 Flt Protected 0.986 0.999 0.978 0.972 Satd. Flow (prot) 0 1824 0 0 1777 0 0 1754 0 0 1727 0 Flt Permitted 0.986 0.999 0.978 0.972 Satd. Flow (perm) 0 1824 0 0 1777 0 0 1754 0 0 1727 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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.syn Intersection Intersection Delay, s/veh 16.0 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 563 716 64 359 Demand Flow Rate, veh/h 574 731 65 367 Vehicles Circulating, veh/h 259 113 725 624 Vehicles Exiting, veh/h 732 677 108 220 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 15.2 16.2 8.2 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 574 731 65 367 Cap Entry Lane, veh/h 872 1009 547 605 Entry HV Adj Factor 0.981 0.979 0.980 0.979 Flow Entry, veh/h 563 716 64 359 Cap Entry, veh/h 855 988 536 593 V/C Ratio 0.658 0.724 0.119 0.606 Control Delay, s/veh 15.2 16.2 8.2 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 11/12/2014 Synchro 8 Light Report Delich Associates lt pm rndabt.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 0.974 0.966 0.950 Flt Protected 0.994 0.998 0.976 0.974 Satd. Flow (prot) 0 1831 0 0 1811 0 0 1756 0 0 1724 0 Flt Permitted 0.994 0.998 0.976 0.974 Satd. Flow (perm) 0 1831 0 0 1811 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 175 VPH AM 1095 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 1215 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 111 VPH AM 725 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 191 VPH PM 852 VPH 10/25 75/55 275/150 25/75 130/255 70/35 35/70 Rock Creek Kechter