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HomeMy WebLinkAboutHARMONY 23 - PDP - PDP160031 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Harmony 23 TIS, September 2016 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 8 Bicycle Facilities .............................................................................................................. 8 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................... 9 Background Traffic Projections ....................................................................................... 9 Trip Assignment ............................................................................................................ 13 Signal Warrants ............................................................................................................. 13 Geometry ...................................................................................................................... 13 Operation Analysis ........................................................................................................ 20 Pedestrian Level of Service ........................................................................................... 23 Bicycle Level of Service ................................................................................................ 27 Transit Level of Service ................................................................................................. 27 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 28 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 7 2. Trip Generation ......................................................................................................... 9 3. Short Range (2021) Background Peak Hour Operation .......................................... 22 4. Long Range (2035) Background Peak Hour Operation ........................................... 24 5. Short Range (2021) Total Peak Hour Operation ..................................................... 25 6. Long Range (2035) Total Peak Hour Operation ...................................................... 26 DELICH Harmony 23 TIS, September 2016 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Site Plan .................................................................................................................. 10 5. Trip Distribution ....................................................................................................... 11 6. Short Range (2021) Background Peak Hour Traffic ................................................ 12 7. Long Range (2035) Background Peak Hour Traffic................................................. 14 8. Short Range (2021) Site Generated Peak Hour Traffic ........................................... 15 9. Long Range (2035) Site Generated Peak Hour Traffic ............................................ 16 10. Short Range (2021) Total Peak Hour Traffic ........................................................... 17 11. Long Range (2035) Total Peak Hour Traffic ............................................................ 18 12. Short Range (2021) Geometry ................................................................................ 19 13. Long Range (2035) Geometry ................................................................................. 21 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 (2021) Background Peak Hour Operation F. Long Range (2035) Background Peak Hour Operation G. Short Range (2021) Total Peak Hour Operation H. Long Range (2035) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Harmony 23. The Harmony 23 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 (Terra Development Group), the project engineer (TST), the project planner (Ripley Design), and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the “Larimer County Urban Area Street Standards” (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Harmony 23. 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. DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Harmony 23 site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The center of Fort Collins is to the northwest of the site. Roads The primary streets near the Harmony 23 site are Harmony Road, Strauss Cabin Road, 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 23 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 23 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 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. TIMNATH Harmony 25 Strauss Cabin Kechter CR5 Harmony 23 CR7 Horsetooth SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 3 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 6 8/4 1/1 79/24 4/7 0/1 15/11 3/10 1694/2387 7/39 36/53 2147/2237 34/81 4/1 2/2 4/3 20/35 1/4 29/46 28/21 300/441 3/8 39/20 390/491 0/2 Harmony Kechter Strauss Cabin DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 5 Kechter Road is to the south of the Harmony 23 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 and Kechter/Strauss Cabin intersections. Recent morning and afternoon count data at the Harmony/Strauss Cabin and Kechter/Strauss Cabin intersections was obtained in August and September 2016. Raw count data is provided in Appendix B. Existing Operation Using the volumes shown in Figure 3, the Harmony/Strauss Cabin 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 Kechter/Strauss Cabin intersection operates 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 showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix C. Acceptable operation at signalized intersections during the peak hours is defined as level of service D or better for the overall intersection, and level of service E or better for any leg or movement. At arterial/arterial and collector/collector unsignalized intersections, acceptable operation during the peak hours is defined as level of service E overall and level of service F for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local unsignalized intersections, acceptable operation during the peak hours is defined as level of service D overall and level of service F for any approach leg. In such areas, it is expected that there would be substantial delays to the minor street movements at unsignalized intersections during the peak hours. DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 7 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Harmony/Strauss Cabin (stop sign) NB LT/T/RT F (>300 secs) Volume exceeds capacity SB LT/T/RT Volume exceeds capacity Volume exceeds capacity EB LT E (56.0 secs) F (50.1 secs) WB LT E (42.0 secs) F (259.7 secs) OVERALL C A Kechter/Strauss Cabin (stop sign) NB LT/T/RT C C SB LT/T/RT C C EB LT A A WB LT A A OVERALL A A DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 8 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 Route 16 operates on Harmony Road serving the Harmony Transfer Center. DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The Harmony 23 is a proposed residential apartment development. Figure 4 shows the site plan of the Harmony 23 site. Harmony 23 will consist of 358 apartment dwelling units and will be constructed by/before the short range (2021) future. The short range analysis (Year 2021) includes development of the Harmony 23 and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The long range analysis year is considered to be 2035 and includes full development of the Harmony 23 site. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9 th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at this site. Table 2 shows the weekday daily, morning, and afternoon peak hour trip generation for the Harmony 23 site. At full development, the Harmony 23 land uses will generate the following traffic: 2294 weekday vehicle trip ends, 179 morning peak hour vehicle trip ends, and 215 afternoon peak hour vehicle trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Apartment 358 D.U. EQ 2294 EQ 36 EQ 143 EQ 140 EQ 75 Trip Distribution Directional distribution of the generated trips was determined for the Harmony 23 site. Figure 5 shows the vehicle trip distribution used for the Harmony 23 site. The trip distribution was discussed and agreed to in the scoping exercise. Background Traffic Projections Figure 6 shows the short range (2021) background morning and afternoon peak hour vehicle traffic projections at the key intersections. Short range (2021) background traffic forecasts were developed by factoring the existing traffic by two percent per year and adding site generated traffic from the HTP Retail, Eldon James Industrial, and the Harmony & Strauss Cabin Convenience Shopping Center (short range). SCALE: 1"=300' SITE PLAN Figure 4 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 10 Harmony 25 Strauss Cabin Kechter 45% 30% 10% 5% Creek Rock 5% 5% NOM SCALE: 1"=1000' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 11 AM/PM SHORT RANGE (2021) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 12 68/102 5/7 153/126 4/8 7/10 17/12 3/11 1876/2613 80/170 40/59 2397/2446 104/216 4/1 2/2 4/3 35/58 1/4 56/116 50/45 352/515 3/9 125/76 458/578 0/2 Harmony Kechter Strauss Cabin Hacienda 53/149 138/247 115/42 37/48 111/193 26/32 DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 13 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 7 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 5, Figures 8 and 9 show the assignment of the short range (2021) 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 10 and 11 show the short range (2021) 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 (2021) background traffic, the peak hour signal warrants will be met. It is recommended that this intersection be signalized in/by the short range (2021) future. Short range (2021) and long range (2035) peak hour signal warrants for the Kechter/Strauss Cabin intersection are provided in Appendix D. The Kechter/Strauss Cabin intersection will meet the peak hour signal warrant during the afternoon peak hour in the short range (2021) background future. The Kechter/Strauss Cabin intersection will meet the peak hour signal warrant in the long range (2035) background future during both peak hours. 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 (2021) future and just roundabout control in the long range (2035) future. Geometry The following geometric evaluations utilize the short range (2021) total peak hour traffic forecasts (Figure 10) and the long range (2035) total peak hour traffic forecasts (Figure 11). The short range (2021) geometry is shown in Figure 12. 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. Hacienda LONG RANGE (2035) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 14 220/375 45/50 Harmony Kechter Strauss Cabin AM/PM Rounded to Nearest 5 Vehicles Hacienda Access A 105/260 20/80 215/285 60/45 75/35 235/185 35/70 2110/2860 255/210 125/270 2445/2585 290/215 40/30 25/15 25/15 60/115 15/30 100/165 130/65 400/585 25/45 190/135 520/650 10/25 120/250 245/170 375/290 240/265 30/5 25/160 35/85 AM/PM SHORT RANGE (2021) SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 15 Harmony Kechter Strauss Cabin North Access South Access 4/13 4/15 8/34 15/8 34/18 14/7 64/34 7/3 43/23 1/7 16/63 11/42 Hacienda 4/15 34/18 20/78 8/34 80/42 15/8 14/7 8/4 2/7 4/14 LONG RANGE (2035) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 16 114/60 Harmony Kechter Strauss Cabin North Access South Access Hacienda Access A 20/78 8/34 15/8 8/28 8/34 15/8 114/60 14/7 64/34 7/3 43/23 1/7 16/63 11/42 14/7 8/4 2/7 4/14 AM/PM AM/PM SHORT RANGE (2021) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 17 4/15 149/60 37/48 20/78 61/183 138/247 80/42 NOM 15/8 111/193 NOM 26/32 Harmony Kechter Strauss Cabin North Access South Access 4/13 156/105 8/34 94/189 34/18 14/7 132/136 12/10 196/149 4/8 8/17 17/12 3/11 1876/2613 96/233 40/59 2397/2446 115/258 4/1 2/2 4/3 49/65 1/4 64/120 54/59 352/515 3/9 127/83 458/578 0/2 Hacienda LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 18 335/435 45/50 10/30 240/265 30/5 10/35 260/180 375/290 115/60 NOM 15/5 25/160 NOM 35/85 Harmony Kechter Strauss Cabin North Access South Access AM/PM Rounded to Nearest 5 Vehicles Hacienda Access A 170/295 25/80 260/310 60/45 80/40 235/185 35/70 2110/2860 270/275 125/270 2445/2585 300/260 40/30 25/15 25/15 75/125 15/30 110/170 135/80 400/585 25/45 195/145 520/650 10/25 20/80 630/495 15/10 135/210 SHORT RANGE (2021) GEOMETRY Figure 12 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 19 Harmony Kechter Strauss Cabin North Access South Access Hacienda - Proposed Lane - Right-turn Acceleration Lane - Existing Lane OR STOP Strauss Cabin Kechter DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 20 Drive (Harmony & Strauss Cabin Convenience Shopping Center) will allow full-turning movements as a temporary condition in the short range (2021) future. Therefore, the North Access for Harmony 23 can operate as a full-movement intersection in the short range (2021) future. Right-turn lanes were evaluated using Figure 8-4 in LCUASS. A southbound right-turn deceleration lane will be required approaching the North Access. Since Strauss Cabin Road is an arterial street, it should have left-turn lanes at intersections regardless of what the traffic volumes are at any given intersection. Therefore, a southbound left-turn lane is required at the Kechter/Strauss Cabin intersection with the background traffic. In addition, a westbound right-turn lane is shown to be required at the Kechter/Strauss Cabin intersection with the short range (2021) background traffic. As mentioned earlier, this intersection will be analyzed with stop sign control and roundabout control. However, the south leg of Strauss Cabin Road is a local street and a northbound left-turn lane is not required on this leg. With the current stop sign control and implementation of a southbound left-turn lane, lane alignment may be problematic unless improvements are made on the south leg. An alternative improvement would be to build a right-turn lane and have southbound left turns and through traffic in the existing single lane. There is merit in building a roundabout at this location. That decision rests with the City. If roundabout control is expected in the next year or so, then it is recommended that no geometric improvements be made at this intersection. If roundabout control is not expected for some time, then it is recommended that the required westbound right-turn lane and the southbound right-turn lane be constructed. The long range (2035) geometry is shown in Figure 13. Much of the verbiage related to the short range (2021) geometry is applicable in the long range (2035) future. 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 2021 condition, and for the long range analysis, reflecting a year 2035 condition. Under the short range (2021) 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 (2021) background morning and afternoon peak hour traffic volumes, the key intersections operate as indicated in Table 3. The short range (2021) operation analyses were conducted with the existing stop sign control at the Kechter/Strauss Cabin intersection and signal control at the Harmony/Strauss Cabin intersection. The Kechter/Strauss Cabin intersection was analyzed with the required geometry as discussed in the Geometry section. Calculation forms for these analyses are provided in Appendix E. The Harmony/Strauss Cabin intersection operates acceptably with signalization. The minor street approaches at the Kechter/Strauss LONG RANGE (2035) GEOMETRY Figure 13 DELICH ASSOCIATES Harmony 23 TIS, September 2016 Page 21 Harmony Kechter Strauss Cabin North Access South Access Hacienda Access A - Denotes Lane - Right-turn Acceleration Lane DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 22 TABLE 3 Short Range (2021) Background Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT B B EB T B C EB RT A B EB APPROACH B C WB LT B E (56.0 secs) WB T B B WB RT A A WB APPROACH B B NB LT D (44.4 secs) D (49.0 secs) NB T D (39.6 secs) D (42.0 secs) NB RT A A NB APPROACH D (44.1 secs) D (48.6 secs) SB LT D (40.6 secs) D (42.6 secs) SB T/RT D (39.7 secs) D (42.1 secs) SB APPROACH D (40.3 secs) D (42.4 secs) OVERALL B C Strauss Cabin/Hacienda (stop sign) WB LT/RT B B SB LT A A OVERALL A A Kechter/Strauss Cabin (stop sign) (with the required WB RT lane and a SB RT lane) NB LT/T/RT C C SB LT/T E (35.1 secs) F (103.5 secs) SB RT B B SB APPROACH D (26.4 secs) F (74.1 secs) EB LT A A WB LT A A OVERALL 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 23 TIS, September 2016 ASSOCIATES Page 23 Cabin intersection will experience delays commensurate with level of service F during the afternoon peak hour with stop sign control. The Kechter/Strauss Cabin intersection will operate acceptably with roundabout control. 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 reasonable geometric improvements in order to achieve acceptable operation. The Kechter/Strauss Cabin intersection was analyzed with roundabout control. Using the traffic volumes shown in Figure 10, the key intersections operate in the short range (2021) 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 12. The Kechter/Strauss Cabin intersection was analyzed with stop sign and roundabout control. It is important to note that the intersection meets the Fort Collins level of service criterion for an arterial/arterial stop sign controlled intersection. The level of service threshold for arterial/arterial stop sign controlled intersections is level of service F or better for any approach leg. As mentioned earlier, there is merit in building a roundabout at this location and is recommended. Using the traffic volumes shown in Figure 11, the key intersections operate in the long range (2035) total condition as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The site access intersections operate acceptably during the peak hours. The key intersections will meet the Fort Collins operational criteria with the geometry shown in Figure 15. The Kechter/Strauss Cabin intersection was analyzed with roundabout control. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Harmony 23 site. The Harmony 23 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 23: 1) the Harmony & Strauss Cabin Convenience Shopping Center; 2) the residential area to the southwest; and 3) the commercial area west of the site. Sidewalks exist along both sides of Harmony Road, east of Strauss Cabin Road. It is expected that the Harmony 23 will construct sidewalks along its frontage of Harmony Road and Strauss Cabin Road, as well as within the development itself. DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 24 TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT E (60.8 secs) E (72.6 secs) EB T C C EB RT B A EB APPROACH C C WB LT E (56.3 secs) E (62.1 secs) WB T B C WB RT A A WB APPROACH C C NB LT D (52.9 secs) E (62.8 secs) NB T D (54.3 secs) E (73.8 secs) NB RT A A NB APPROACH D (53.2 secs) E (65.4 secs) SB LT D (53.4 secs) E (60.7 secs) SB T D (54.8 secs) E (66.9 secs) SB RT A A SB APPROACH D (53.7 secs) E (61.7 secs) OVERALL C C Strauss Cabin/Hacienda (RT-in/RT-out) WB RT B B Strauss Cabin/Access A (stop sign) WB LT/RT D (34.2 secs) C SB LT A A OVERALL A A Kechter/Strauss Cabin (roundabout) EB LT/T/RT B D (25.3 secs) WB LT/T/RT D (25.6 secs) D (26.2 secs) NB LT/T/RT A A SB LT/T/RT B C OVERALL C C DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 25 TABLE 5 Short Range (2021) Total Peak Hour Operation Intersection Movement Level of Service AM PM Harmony/Strauss Cabin (signal) EB LT B B EB T B C EB RT A B EB APPROACH B C WB LT B E (68.1 secs) WB T B B WB RT A A WB APPROACH B B NB LT D (51.9 secs) D (53.3 secs) NB T D (39.9 secs) D (42.1 secs) NB RT A A NB APPROACH D (50.9 secs) D (52.5 secs) SB LT D (41.0 secs) D (42.8 secs) SB T/RT D (39.7 secs) D (42.4 secs) SB APPROACH D (40.6 secs) D (42.5 secs) OVERALL B C Strauss Cabin/Hacienda-North Access (stop sign) EB LT/T/RT C E (39.1 secs) WB LT/T/RT B B NB LT A A SB LT A A OVERALL A A Strauss Cabin/ South Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A Kechter/Strauss Cabin (stop sign) (with the required WB RT lane and a SB RT lane) NB LT/T/RT C C SB LT/T E (38.4 secs) F (127.1 secs) SB RT B B SB APPROACH D (27.2 secs) F (88.0 secs) EB LT A A WB LT A A OVERALL A B 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 23 TIS, September 2016 ASSOCIATES Page 26 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 (72.6 secs) EB T C C EB RT B A EB APPROACH C C WB LT E (57.0 secs) E (78.6 secs) WB T B C WB RT A A WB APPROACH C C NB LT D (54.9 secs) E (74.5 secs) NB T D (51.6 secs) E (73.8 secs) NB RT A A NB APPROACH D (54.5 secs) E (74.4 secs) SB LT D (53.4 secs) E (60.7 secs) SB T E (57.6 secs) E (69.7 secs) SB RT A A SB APPROACH D (54.4 secs) E (62.3 secs) OVERALL C C Strauss Cabin/Hacienda-North Access (RT-in/RT-out) EB RT B A WB RT B C Strauss Cabin/Access A-South Access (stop sign) EB LT/T/RT F (276.2 secs) F (74.3 secs) WB LT/T F (67.1 secs) F (71.8 secs) WB RT A B WB APPROACH E (43.2 secs) D (32.2 secs) NB LT A A SB LT A A OVERALL E (38.0 secs) B Kechter/Strauss Cabin (roundabout) EB LT/T/RT B D (27.9 secs) WB LT/T/RT D (26.7 secs) D (29.6 secs) NB LT/T/RT A A SB LT/T/RT B C OVERALL C D (27.2 secs) DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 27 Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Harmony 23: 1) the commercial area (Harmony & Strauss Cabin Convenience Shopping Center) 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, operates on Harmony Road serving the Harmony Transfer Center. DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 28 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Harmony 23 development on the short range (2021) and long range (2035) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Harmony 23 site is feasible from a traffic engineering standpoint. At full development, the Harmony 23 land uses will generate the following traffic: 2294 weekday vehicle trip ends, 179 morning peak hour vehicle trip ends, and 215 afternoon peak hour vehicle trip ends. • Currently, the Kechter/Strauss Cabin intersection operates 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. • In the short range (2021) background future, the peak hour signal warrant will be met at the Harmony/Strauss Cabin intersection. It is recommended that this intersection be signalized. The Kechter/Strauss Cabin intersection will meet the peak hour signal warrant in/by the long range (2035) future. Signalization is not recommended at this intersection. This intersection is a candidate for roundabout control and is recommended. The decision with regard to intersection control rests with the City of Fort Collins. • The short range (2021) and long range (2035) geometry is shown in Figures 12 and 13, respectively. Refer to the detailed discussion with regard to intersection geometry on pages 22 and 24. • In the short range (2021) future, given development of the Harmony 23 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 12. As an arterial street, Strauss Cabin Road will require a center left- turn lane. At the Kechter/Strauss Cabin intersection with stop sign control, the recommended additional auxiliary lanes are a westbound right-turn lane and a southbound right-turn lane, and are required with the background traffic. If the City determines that a roundabout at this intersection is desired in the short range (2021) future, there is merit in not building the auxiliary lanes at this intersection with stop sign control. DELICH Harmony 23 TIS, September 2016 ASSOCIATES Page 29 • In the long range (2035) future, given development of the Harmony 23 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 13. • Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/1/2016 Observer: Vickie 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 7:30 3 0 33 36 3 0 0 3 39 1 485 2 488 5 565 11 581 1069 1108 7:45 1 1 19 21 2 0 3 5 26 0 473 4 477 10 623 8 641 1118 1144 8:00 2 0 20 22 3 0 0 3 25 0 368 1 369 7 476 7 490 859 884 8:15 2 0 7 9 7 0 1 8 17 2 368 0 370 12 483 10 505 875 892 7:30-8:30 8 1 79 88 15 0 4 19 107 3 1694 7 1704 34 2147 36 2217 3921 4028 PHF 0.67 0.25 0.6 0.61 0.54 n/a 0.33 0.59 0.38 0.87 0.44 0.87 0.71 0.86 0.82 0.86 0.88 4:30 1 0 6 7 1 0 2 3 10 1 599 14 614 21 532 13 566 1180 1190 4:45 2 0 9 11 4 1 1 6 17 2 550 13 565 24 580 19 623 1188 1205 5:00 1 0 3 4 3 0 2 5 9 5 620 4 629 17 571 9 597 1226 1235 5:15 0 1 6 7 3 0 2 5 12 2 618 8 628 19 554 12 585 1213 1225 4:30-5:30 4 1 24 29 11 1 7 19 48 10 2387 39 2436 81 2237 53 2371 4807 4855 PHF 0.5 0.25 0.67 0.66 0.69 0.25 0.88 0.79 0.5 0.96 0.7 0.97 0.84 0.96 0.7 0.95 0.98 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/30/2016 & 9-8-2016 Observer: Vickie Day: Tuesday & Thursday 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 2 0 1 3 13 1 3 17 20 11 102 1 114 0 116 16 132 246 266 7:45 1 2 2 5 6 0 6 12 17 8 78 1 87 0 147 14 161 248 265 8:00 1 0 1 2 6 0 8 14 16 7 72 1 80 0 80 8 88 168 184 8:15 0 0 0 0 4 0 3 7 7 2 48 0 50 0 47 1 48 98 105 7:30-8:30 4 2 4 10 29 1 20 50 60 28 300 3 331 0 390 39 429 760 820 PHF 0.5 0.25 0.5 0.5 0.56 0.25 0.63 0.74 0.64 0.74 0.75 0.73 n/a 0.66 0.61 0.67 0.77 4:30 1 1 2 4 12 0 7 19 23 2 115 2 119 1 118 9 128 247 270 4:45 0 1 1 2 7 0 8 15 17 5 118 0 123 0 118 6 124 247 264 5:00 0 0 0 0 14 4 9 27 27 7 109 5 121 1 131 1 133 254 281 5:15 0 0 0 0 13 0 11 24 24 7 99 1 107 0 124 4 128 235 259 4:30-5:30 1 2 3 6 46 4 35 85 91 21 441 8 470 2 491 20 513 983 1074 PHF 0.25 0.5 0.38 0.38 0.82 0.25 0.8 0.79 0.75 0.93 0.4 0.96 0.5 0.94 0.56 0.96 0.96 APPENDIX C HCM 2010 TWSC Recent AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates recent am synchro 9.syn Intersection Int Delay, s/veh 18.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 1694 7 34 2147 36 8 1 79 15 0 4 Future Vol, veh/h 3 1694 7 34 2147 36 8 1 79 15 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 350 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 1925 8 39 2440 41 9 1 90 17 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2440 0 0 1933 0 0 2989 4453 966 3294 4457 1220 Stage 1 - - - - - - 1936 1936 - 2517 2517 - Stage 2 - - - - - - 1053 2517 - 777 1940 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 74 - - 135 - - 15 ~ 1 219 ~ 9 1 148 Stage 1 - - - - - - 43 111 - ~ 16 56 - Stage 2 - - - - - - 218 56 - 323 111 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 74 - - 135 - - 11 ~ 1 219 - 1 148 Mov Cap-2 Maneuver - - - - - - 11 ~ 1 - - 1 - Stage 1 - - - - - - 41 107 - ~ 15 40 - Stage 2 - - - - - - 150 40 - 181 107 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.6 $ 835.5 HCM LOS F - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 42 74 - - 135 - - - HCM Lane V/C Ratio 2.381 0.046 - - 0.286 - - - HCM Control Delay (s) $ 835.5 56 - - 42 - - - HCM Lane LOS F F - - E - - - HCM 95th %tile Q(veh) 10.7 0.1 - - 1.1 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Recent AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates recent am synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 350 200 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.850 0.878 0.969 Flt Protected 0.950 0.950 0.996 0.963 Satd. Flow (prot) 1770 5080 0 1770 5085 1583 0 1629 0 0 1738 0 Flt Permitted 0.950 0.950 0.996 0.963 Satd. Flow (perm) 1770 5080 0 1770 5085 1583 0 1629 0 0 1738 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 795 922 5287 613 Travel Time (s) 18.1 21.0 120.2 13.9 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates recent pm synchro 9.syn Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 2387 39 81 2237 53 4 1 24 11 1 7 Future Vol, veh/h 10 2387 39 81 2237 53 4 1 24 11 1 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 350 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 2436 40 83 2283 54 4 1 24 11 1 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2283 0 0 2476 0 0 3555 4924 1238 3443 4944 1141 Stage 1 - - - - - - 2476 2476 - 2448 2448 - Stage 2 - - - - - - 1079 2448 - 995 2496 - Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 90 - - ~ 71 - - 6 ~ 1 144 ~ 7 ~ 1 167 Stage 1 - - - - - - 17 59 - 18 61 - Stage 2 - - - - - - 210 61 - 237 57 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 90 - - ~ 71 - - - 0 144 - 0 167 Mov Cap-2 Maneuver - - - - - - - 0 - - 0 - Stage 1 - - - - - - 15 52 - 16 0 - Stage 2 - - - - - - - 0 - 171 51 - Approach EB WB NB SB HCM Control Delay, s 0.2 8.9 HCM LOS - - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 90 - - ~ 71 - - - HCM Lane V/C Ratio - 0.113 - - 1.164 - - - HCM Control Delay (s) - 50.1 - - 259.7 - - - HCM Lane LOS - F - - F - - - HCM 95th %tile Q(veh) - 0.4 - - 6.3 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Recent PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates recent pm synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 350 200 0 0 0 0 Storage Lanes 1 0 1 1 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.850 0.888 0.950 Flt Protected 0.950 0.950 0.993 0.972 Satd. Flow (prot) 1770 5075 0 1770 5085 1583 0 1643 0 0 1720 0 Flt Permitted 0.950 0.950 0.993 0.972 Satd. Flow (perm) 1770 5075 0 1770 5085 1583 0 1643 0 0 1720 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 795 922 5287 613 Travel Time (s) 18.1 21.0 120.2 13.9 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates recent am synchro 9.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 28 300 3 0 390 39 4 2 4 29 1 20 Future Vol, veh/h 28 300 3 0 390 39 4 2 4 29 1 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 353 4 0 459 46 5 2 5 34 1 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 505 0 0 356 0 0 915 926 355 906 904 482 Stage 1 - - - - - - 421 421 - 482 482 - Stage 2 - - - - - - 494 505 - 424 422 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1060 - - 1203 - - 253 269 689 257 277 584 Stage 1 - - - - - - 610 589 - 565 553 - Stage 2 - - - - - - 557 540 - 608 588 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1060 - - 1203 - - 236 261 689 247 268 584 Mov Cap-2 Maneuver - - - - - - 236 261 - 247 268 - Stage 1 - - - - - - 591 571 - 547 553 - Stage 2 - - - - - - 533 540 - 583 570 - Approach EB WB NB SB HCM Control Delay, s 0.7 0 16.3 18.7 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 329 1060 - - 1203 - - 322 HCM Lane V/C Ratio 0.036 0.031 ----- 0.183 HCM Control Delay (s) 16.3 8.5 - - 0 - - 18.7 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.7 Lanes and Geometrics Recent AM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates recent am synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.986 0.944 0.945 Flt Protected 0.950 0.980 0.972 Satd. Flow (prot) 1770 1859 0 1863 1837 0 0 1723 0 0 1711 0 Flt Permitted 0.950 0.980 0.972 Satd. Flow (perm) 1770 1859 0 1863 1837 0 0 1723 0 0 1711 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 577 674 629 5287 Travel Time (s) 13.1 15.3 14.3 120.2 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates recent pm synchro 9.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 441 8 2 491 20 1 2 3 46 4 35 Future Vol, veh/h 21 441 8 2 491 20 1 2 3 46 4 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 459 8 2 511 21 1 2 3 48 4 36 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 532 0 0 468 0 0 1053 1043 464 1036 1037 522 Stage 1 - - - - - - 507 507 - 526 526 - Stage 2 - - - - - - 546 536 - 510 511 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1036 - - 1094 - - 204 229 598 210 231 555 Stage 1 - - - - - - 548 539 - 535 529 - Stage 2 - - - - - - 522 523 - 546 537 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1036 - - 1094 - - 185 224 598 204 226 555 Mov Cap-2 Maneuver - - - - - - 185 224 - 204 226 - Stage 1 - - - - - - 536 528 - 524 528 - Stage 2 - - - - - - 483 522 - 530 526 - Approach EB WB NB SB HCM Control Delay, s 0.4 0 16.9 23.9 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 310 1036 - - 1094 - - 278 HCM Lane V/C Ratio 0.02 0.021 - - 0.002 - - 0.318 HCM Control Delay (s) 16.9 8.6 - - 8.3 - - 23.9 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.3 Lanes and Geometrics Recent PM 6: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates recent pm synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.994 0.932 0.945 Flt Protected 0.950 0.950 0.992 0.973 Satd. Flow (prot) 1770 1857 0 1770 1852 0 0 1722 0 0 1713 0 Flt Permitted 0.950 0.950 0.992 0.973 Satd. Flow (perm) 1770 1857 0 1770 1852 0 0 1722 0 0 1713 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 577 674 629 5287 Travel Time (s) 13.1 15.3 14.3 120.2 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) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 500 AM 4500 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 226 VPH PM 5515 VPH NB LT/T/RT PM 235 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-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB LT/T/RT AM 92 VPH AM 988 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 178 VPH PM 1225 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT 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 92 VPH AM 988 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 178 VPH PM 1225 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB LT/T/RT AM 92 VPH AM 988 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 178 VPH PM 1225 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB LT/T/RT AM 114 VPH AM 994 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 189 VPH PM 1246 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 114 VPH AM 994 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 189 VPH PM 1246 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 114 VPH AM 994 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 189 VPH PM 1246 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 1275 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 310 VPH PM 1505 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 175 VPH AM 1275 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 310 VPH PM 1505 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 1275 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 310 VPH PM 1505 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 APPENDIX E HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/26/2016 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 3 1876 80 104 2397 40 68 5 153 17 7 4 Future Volume (veh/h) 3 1876 80 104 2397 40 68 5 153 17 7 4 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 2132 52 118 2724 28 77 6 0 19 8 0 Adj No. of Lanes 131131111110 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222 Cap, veh/h 122 3369 1049 223 3544 1103 277 288 245 279 288 0 Arrive On Green 0.01 0.66 0.66 0.05 0.70 0.70 0.15 0.15 0.00 0.15 0.15 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5085 1583 1402 1863 1583 1404 1863 0 Grp Volume(v), veh/h 3 2132 52 118 2724 28 77 6 0 19 8 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1402 1863 1583 1404 1863 0 Q Serve(g_s), s 0.1 26.8 1.3 2.1 38.5 0.6 5.4 0.3 0.0 1.3 0.4 0.0 Cycle Q Clear(g_c), s 0.1 26.8 1.3 2.1 38.5 0.6 5.8 0.3 0.0 1.6 0.4 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 122 3369 1049 223 3544 1103 277 288 245 279 288 0 V/C Ratio(X) 0.02 0.63 0.05 0.53 0.77 0.03 0.28 0.02 0.00 0.07 0.03 0.00 Avail Cap(c_a), veh/h 181 3369 1049 302 3544 1103 277 288 245 279 288 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 10.8 6.5 15.2 10.9 5.1 42.0 39.4 0.0 40.1 39.5 0.0 Incr Delay (d2), s/veh 0.1 0.9 0.1 1.9 1.7 0.0 2.5 0.1 0.0 0.5 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 0.0 12.7 0.6 2.5 18.2 0.3 2.3 0.2 0.0 0.5 0.2 0.0 LnGrp Delay(d),s/veh 11.5 11.7 6.6 17.2 12.5 5.2 44.4 39.6 0.0 40.6 39.7 0.0 LnGrp LOS BBABBADD DD Approach Vol, veh/h 2187 2870 83 27 Approach Delay, s/veh 11.6 12.7 44.1 40.3 Approach LOS B B D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.1 79.9 22.0 4.4 83.6 22.0 Change Period (Y+Rc), s 4.0 8.0 6.0 4.0 8.0 6.0 Max Green Setting (Gmax), s 9.0 67.0 16.0 4.0 72.0 16.0 Max Q Clear Time (g_c+I1), s 4.1 28.8 3.6 2.1 40.5 7.8 Green Ext Time (p_c), s 0.1 37.4 0.2 0.0 31.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 12.9 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/26/2016 Synchro 9 Light Report Delich Associates sb am.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) 13 75 22 8 80 22 Maximum Split (%) 11.8% 68.2% 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) 82 95 60 82 90 60 End Time (s) 95 60 82 90 60 82 Yield/Force Off (s) 91 52 76 86 52 76 Yield/Force Off 170(s) 91 41 76 86 41 76 Local Start Time (s) 97 0 75 97 105 75 Local Yield (s) 106 67 91 101 67 91 Local Yield 170(s) 106 56 91 101 56 91 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 HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/26/2016 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 11 2613 170 216 2446 59 102 7 126 12 10 8 Future Volume (veh/h) 11 2613 170 216 2446 59 102 7 126 12 10 8 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 2666 115 220 2496 42 104 7 0 12 10 0 Adj No. of Lanes 131131111110 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 222222222222 Cap, veh/h 142 3074 957 261 3508 1092 287 310 264 289 310 0 Arrive On Green 0.02 0.60 0.60 0.10 0.69 0.69 0.17 0.17 0.00 0.17 0.17 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5085 1583 1399 1863 1583 1403 1863 0 Grp Volume(v), veh/h 11 2666 115 220 2496 42 104 7 0 12 10 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1399 1863 1583 1403 1863 0 Q Serve(g_s), s 0.3 52.3 3.7 9.3 35.9 1.0 8.1 0.4 0.0 0.9 0.5 0.0 Cycle Q Clear(g_c), s 0.3 52.3 3.7 9.3 35.9 1.0 8.6 0.4 0.0 1.2 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 142 3074 957 261 3508 1092 287 310 264 289 310 0 V/C Ratio(X) 0.08 0.87 0.12 0.84 0.71 0.04 0.36 0.02 0.00 0.04 0.03 0.00 Avail Cap(c_a), veh/h 183 3074 957 298 3508 1092 287 310 264 289 310 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 11.6 19.7 10.1 38.5 11.3 5.9 45.5 41.8 0.0 42.3 41.9 0.0 Incr Delay (d2), s/veh 0.2 3.6 0.3 17.6 1.3 0.1 3.5 0.1 0.0 0.3 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 25.2 1.7 8.4 17.0 0.5 3.4 0.2 0.0 0.4 0.3 0.0 LnGrp Delay(d),s/veh 11.8 23.3 10.4 56.0 12.6 6.0 49.0 42.0 0.0 42.6 42.1 0.0 LnGrp LOS B C BEBADD DD Approach Vol, veh/h 2792 2758 111 22 Approach Delay, s/veh 22.7 16.0 48.6 42.4 Approach LOS C B D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.4 79.6 25.0 5.2 89.8 25.0 Change Period (Y+Rc), s 4.0 8.0 6.0 4.0 8.0 6.0 Max Green Setting (Gmax), s 14.0 69.0 19.0 4.0 79.0 19.0 Max Q Clear Time (g_c+I1), s 11.3 54.3 3.2 2.3 37.9 10.6 Green Ext Time (p_c), s 0.2 14.6 0.3 0.0 40.6 0.2 Intersection Summary HCM 2010 Ctrl Delay 20.0 HCM 2010 LOS C Timing Report, Sorted By Phase Short Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/26/2016 Synchro 9 Light Report Delich Associates sb pm.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 77 25 8 87 25 Maximum Split (%) 15.0% 64.2% 20.8% 6.7% 72.5% 20.8% 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 52 77 85 52 End Time (s) 95 52 77 85 52 77 Yield/Force Off (s) 91 44 71 81 44 71 Yield/Force Off 170(s) 91 33 71 81 33 71 Local Start Time (s) 102 0 77 102 110 77 Local Yield (s) 116 69 96 106 69 96 Local Yield 170(s) 116 58 96 106 58 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 HCM 2010 TWSC Short Bkgrd AM 6: Strauss Cabin Road & Hacienda Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 5.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 26 111 115 37 138 53 Future Vol, veh/h 26 111 115 37 138 53 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 175 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 31 131 135 44 162 62 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 522 135 0 0 135 0 Stage 1 135 - - - - - Stage 2 387 - - - - - 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 515 914 - - 1449 - Stage 1 891 - - - - - Stage 2 686 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 457 914 - - 1449 - Mov Cap-2 Maneuver 457 - - - - - Stage 1 891 - - - - - Stage 2 609 - - - - - Approach WB NB SB HCM Control Delay, s 10.9 0 5.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 768 1449 - HCM Lane V/C Ratio - - 0.21 0.112 - HCM Control Delay (s) - - 10.9 7.8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.8 0.4 - Lanes and Geometrics Short Bkgrd AM 6: Strauss Cabin Road & Hacienda Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates sb am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 175 Storage Lanes 1 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.891 0.850 Flt Protected 0.991 0.950 Satd. Flow (prot) 1645 0 1863 1583 1770 1863 Flt Permitted 0.991 0.950 Satd. Flow (perm) 1645 0 1863 1583 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 566 4684 657 Travel Time (s) 12.9 91.2 14.9 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Strauss Cabin Road & Hacienda Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 6.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 32 193 42 48 247 149 Future Vol, veh/h 32 193 42 48 247 149 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 175 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 38 227 49 56 291 175 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 805 49 0 0 49 0 Stage 1 49 - - - - - Stage 2 756 - - - - - 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 352 1020 - - 1558 - Stage 1 973 - - - - - Stage 2 464 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 286 1020 - - 1558 - Mov Cap-2 Maneuver 286 - - - - - Stage 1 973 - - - - - Stage 2 377 - - - - - Approach WB NB SB HCM Control Delay, s 12.4 0 4.9 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 747 1558 - HCM Lane V/C Ratio - - 0.354 0.187 - HCM Control Delay (s) - - 12.4 7.8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 1.6 0.7 - Lanes and Geometrics Short Bkgrd PM 6: Strauss Cabin Road & Hacienda Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates sb pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 175 Storage Lanes 1 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.884 0.850 Flt Protected 0.993 0.950 Satd. Flow (prot) 1635 0 1863 1583 1770 1863 Flt Permitted 0.993 0.950 Satd. Flow (perm) 1635 0 1863 1583 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 566 4684 657 Travel Time (s) 12.9 91.2 14.9 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 352 3 0 458 125 4 2 4 56 1 35 Future Vol, veh/h 50 352 3 0 458 125 4 2 4 56 1 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 59 414 4 0 539 147 5 2 5 66 1 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 539 0 0 418 0 0 1073 1073 416 1076 1074 539 Stage 1 - - - - - - 534 534 - 539 539 - Stage 2 - - - - - - 539 539 - 537 535 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1029 - - 1141 - - 198 220 637 197 220 542 Stage 1 - - - - - - 530 524 - 527 522 - Stage 2 - - - - - - 527 522 - 528 524 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1029 - - 1141 - - 174 207 637 185 207 542 Mov Cap-2 Maneuver - - - - - - 174 207 - 185 207 - Stage 1 - - - - - - 500 494 - 497 522 - Stage 2 - - - - - - 486 522 - 492 494 - Approach EB WB NB SB HCM Control Delay, s 1.1 0 19.7 26.4 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 257 1029 - - 1141 - - 185 542 HCM Lane V/C Ratio 0.046 0.057 ----- 0.362 0.076 HCM Control Delay (s) 19.7 8.7 - - 0 - - 35.1 12.2 HCM Lane LOS C A - - A - - E B HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 1.5 0.2 Lanes and Geometrics Short Bkgrd AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/15/2016 Synchro 9 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 0.999 0.850 0.944 0.850 Flt Protected 0.950 0.980 0.953 Satd. Flow (prot) 1770 1861 0 1863 1863 1583 0 1723 0 0 1775 1583 Flt Permitted 0.950 0.980 0.953 Satd. Flow (perm) 1770 1861 0 1863 1863 1583 0 1723 0 0 1775 1583 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4684 Travel Time (s) 12.7 11.8 7.0 106.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/15/2016 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 9.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 45 515 9 2 578 76 1 2 3 116 4 58 Future Vol, veh/h 45 515 9 2 578 76 1 2 3 116 4 58 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 47 536 9 2 602 79 1 2 3 121 4 60 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 602 0 0 546 0 0 1243 1241 541 1244 1246 602 Stage 1 - - - - - - 635 635 - 606 606 - Stage 2 - - - - - - 608 606 - 638 640 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 975 - - 1023 - - 151 175 541 151 174 500 Stage 1 - - - - - - 467 472 - 484 487 - Stage 2 - - - - - - 483 487 - 465 470 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 975 - - 1023 - - 125 166 541 143 165 500 Mov Cap-2 Maneuver - - - - - - 125 166 - 143 165 - Stage 1 - - - - - - 444 449 - 461 486 - Stage 2 - - - - - - 420 486 - 438 447 - Approach EB WB NB SB HCM Control Delay, s 0.7 0 20.8 74.1 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 234 975 - - 1023 - - 144 500 HCM Lane V/C Ratio 0.027 0.048 - - 0.002 - - 0.868 0.121 HCM Control Delay (s) 20.8 8.9 - - 8.5 - - 103.5 13.2 HCM Lane LOS C A - - A - - F B HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 5.8 0.4 Lanes and Geometrics Short Bkgrd PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/15/2016 Synchro 9 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 0.998 0.850 0.932 0.850 Flt Protected 0.950 0.950 0.992 0.954 Satd. Flow (prot) 1770 1859 0 1770 1863 1583 0 1722 0 0 1777 1583 Flt Permitted 0.950 0.950 0.992 0.954 Satd. Flow (perm) 1770 1859 0 1770 1863 1583 0 1722 0 0 1777 1583 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4684 Travel Time (s) 12.7 11.8 7.0 106.5 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Bkgrd AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates sb am rndabt.syn Intersection Intersection Delay, s/veh 11.1 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 477 686 12 108 Demand Flow Rate, veh/h 486 700 12 110 Vehicles Circulating, veh/h 68 67 549 555 Vehicles Exiting, veh/h 597 494 5 212 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 8.7 13.3 5.7 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 486 700 12 110 Cap Entry Lane, veh/h 1056 1057 653 649 Entry HV Adj Factor 0.981 0.980 0.997 0.982 Flow Entry, veh/h 477 686 12 108 Cap Entry, veh/h 1036 1036 650 637 V/C Ratio 0.460 0.662 0.018 0.170 Control Delay, s/veh 8.7 13.3 5.7 7.7 LOSABAA 95th %tile Queue, veh 2501 Lanes and Geometrics Short Bkgrd AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates sb 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) 150 0 150 150 0 0 0 150 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 0.999 0.971 0.944 0.949 Flt Protected 0.994 0.980 0.970 Satd. Flow (prot) 0 1850 0 0 1809 0 0 1723 0 0 1715 0 Flt Permitted 0.994 0.980 0.970 Satd. Flow (perm) 0 1850 0 0 1809 0 0 1723 0 0 1715 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4684 Travel Time (s) 12.7 11.8 7.0 106.5 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Bkgrd PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates sb pm rndabt.syn Intersection Intersection Delay, s/veh 12.2 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 592 683 6 185 Demand Flow Rate, veh/h 604 697 6 188 Vehicles Circulating, veh/h 129 51 718 617 Vehicles Exiting, veh/h 676 673 15 131 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 12.3 12.8 6.7 10.2 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 604 697 6 188 Cap Entry Lane, veh/h 993 1074 551 610 Entry HV Adj Factor 0.981 0.980 0.993 0.984 Flow Entry, veh/h 592 683 6 185 Cap Entry, veh/h 974 1052 548 600 V/C Ratio 0.608 0.649 0.011 0.308 Control Delay, s/veh 12.3 12.8 6.7 10.2 LOSBBAB 95th %tile Queue, veh 4501 Lanes and Geometrics Short Bkgrd PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates sb 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 0 150 150 0 0 0 150 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 0.984 0.932 0.956 Flt Protected 0.996 0.992 0.968 Satd. Flow (prot) 0 1852 0 0 1833 0 0 1722 0 0 1724 0 Flt Permitted 0.996 0.992 0.968 Satd. Flow (perm) 0 1852 0 0 1833 0 0 1722 0 0 1724 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4684 Travel Time (s) 12.7 11.8 7.0 106.5 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 9/16/2016 Synchro 9 Light Report Delich Associates lb am rndabt synchro 9.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 2110 255 290 2445 125 105 20 215 235 75 60 Future Volume (veh/h) 35 2110 255 290 2445 125 105 20 215 235 75 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 2221 206 305 2574 106 111 21 0 247 79 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 2802 964 392 3202 1153 198 102 86 340 178 137 Arrive On Green 0.04 0.55 0.55 0.11 0.63 0.63 0.06 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 2221 206 305 2574 106 111 21 0 247 79 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 38.3 6.4 9.5 41.8 2.1 3.5 1.2 0.0 7.7 4.4 0.0 Cycle Q Clear(g_c), s 2.3 38.3 6.4 9.5 41.8 2.1 3.5 1.2 0.0 7.7 4.4 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 2802 964 392 3202 1153 198 102 86 340 178 137 V/C Ratio(X) 0.59 0.79 0.21 0.78 0.80 0.09 0.56 0.21 0.00 0.73 0.44 0.00 Avail Cap(c_a), veh/h 81 2802 964 407 3202 1153 282 102 86 407 178 137 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 52.3 19.7 9.7 47.4 15.3 4.4 50.5 49.7 0.0 48.1 47.0 0.0 Incr Delay (d2), s/veh 8.6 2.4 0.5 9.0 2.2 0.2 2.5 4.6 0.0 5.2 7.8 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 18.3 2.9 5.0 20.0 1.0 1.7 0.7 0.0 3.9 2.6 0.0 LnGrp Delay(d),s/veh 60.8 22.1 10.2 56.3 17.5 4.5 52.9 54.3 0.0 53.4 54.8 0.0 LnGrp LOS E C BEBADD DD Approach Vol, veh/h 2464 2985 132 326 Approach Delay, s/veh 21.7 21.0 53.2 53.7 Approach LOS CCDD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.5 67.6 9.3 15.5 8.9 76.3 13.9 11.0 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 57.0 8.0 9.0 4.0 65.0 12.0 5.0 Max Q Clear Time (g_c+I1), s 11.5 40.3 5.5 6.4 4.3 43.8 9.7 3.2 Green Ext Time (p_c), s 0.1 16.6 0.1 0.1 0.0 21.0 0.2 0.1 Intersection Summary HCM 2010 Ctrl Delay 23.8 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb am rndabt synchro 9.syn Phase Number 12345678 Movement WBL EBT NBL SBT EBL WBT SBL NBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 18 65 12 15 10 73 16 11 Maximum Split (%) 16.4% 59.1% 10.9% 13.6% 9.1% 66.4% 14.5% 10.0% 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 65 77 92 102 65 81 End Time (s) 0 65 77 92 102 65 81 92 Yield/Force Off (s) 104 57 73 86 96 57 77 86 Yield/Force Off 170(s) 104 46 73 86 96 46 77 86 Local Start Time (s) 92 0 65 77 92 102 65 81 Local Yield (s) 104 57 73 86 96 57 77 86 Local Yield 170(s) 104 46 73 86 96 46 77 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 HCM 2010 Signalized Intersection Summary Long Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb pm rndabt synchro 9.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 2860 210 215 2585 270 260 80 285 185 35 45 Future Volume (veh/h) 70 2860 210 215 2585 270 260 80 285 185 35 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 71 2918 159 219 2638 229 265 82 0 189 36 0 Adj No. of Lanes 131231211211 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 222222222222 Cap, veh/h 103 3032 1102 300 3178 1114 344 133 113 271 93 66 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 71 2918 159 219 2638 229 265 82 0 189 36 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 4.7 65.2 4.1 7.4 48.5 6.0 9.0 5.1 0.0 6.4 2.2 0.0 Cycle Q Clear(g_c), s 4.7 65.2 4.1 7.4 48.5 6.0 9.0 5.1 0.0 6.4 2.2 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 3032 1102 300 3178 1114 344 133 113 271 93 66 V/C Ratio(X) 0.69 0.96 0.14 0.73 0.83 0.21 0.77 0.62 0.00 0.70 0.39 0.00 Avail Cap(c_a), veh/h 103 3032 1102 301 3178 1114 344 133 113 287 93 66 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 55.4 22.9 6.2 53.4 17.5 6.2 52.7 54.1 0.0 53.9 55.2 0.0 Incr Delay (d2), s/veh 17.2 9.7 0.3 8.7 2.7 0.4 10.2 19.6 0.0 6.8 11.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 33.0 1.8 3.9 23.3 2.7 4.8 3.4 0.0 3.3 1.5 0.0 LnGrp Delay(d),s/veh 72.6 32.6 6.4 62.1 20.2 6.6 62.8 73.8 0.0 60.7 66.9 0.0 LnGrp LOS E C A E C A E E E E Approach Vol, veh/h 3148 3086 347 225 Approach Delay, s/veh 32.2 22.2 65.4 61.7 Approach LOS C C E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.4 78.6 15.0 11.0 12.0 82.0 12.4 13.6 Change Period (Y+Rc), s 6.0 8.0 4.0 6.0 6.0 8.0 4.0 6.0 Max Green Setting (Gmax), s 9.5 70.5 11.0 5.0 6.0 74.0 9.0 7.0 Max Q Clear Time (g_c+I1), s 9.4 67.2 11.0 4.2 6.7 50.5 8.4 7.1 Green Ext Time (p_c), s 0.0 3.3 0.0 0.0 0.0 23.4 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 30.3 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb pm rndabt synchro 9.syn Phase Number 12345678 Movement WBL EBT NBL SBT EBL WBT SBL NBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 15.5 78.5 15 11 12 82 13 13 Maximum Split (%) 12.9% 65.4% 12.5% 9.2% 10.0% 68.3% 10.8% 10.8% 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 78.5 93.5 104.5 116.5 78.5 91.5 End Time (s) 0 78.5 93.5 104.5 116.5 78.5 91.5 104.5 Yield/Force Off (s) 114 70.5 89.5 98.5 110.5 70.5 87.5 98.5 Yield/Force Off 170(s) 114 59.5 89.5 98.5 110.5 59.5 87.5 98.5 Local Start Time (s) 104.5 0 78.5 93.5 104.5 116.5 78.5 91.5 Local Yield (s) 114 70.5 89.5 98.5 110.5 70.5 87.5 98.5 Local Yield 170(s) 114 59.5 89.5 98.5 110.5 59.5 87.5 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 HCM 2010 TWSC Long Bkgrd AM 6: Strauss Cabin Road & Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb am rndabt synchro 9.syn Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 120 220 45 0 620 Future Vol, veh/h 0 120 220 45 0 620 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 0 126 232 47 0 653 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 232 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.23 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.319 - - - - Pot Cap-1 Maneuver 0 806 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 806 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 10.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 806 - HCM Lane V/C Ratio - - 0.157 - HCM Control Delay (s) - - 10.3 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.6 - Lanes and Geometrics Long Bkgrd AM 6: Strauss Cabin Road & Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb am rndabt synchro 9.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 1863 1583 0 3539 Flt Permitted Satd. Flow (perm) 0 1611 1863 1583 0 3539 Link Speed (mph) 35 35 35 Link Distance (ft) 305 648 647 Travel Time (s) 5.9 12.6 12.6 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 6: Strauss Cabin Road & Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb pm rndabt synchro 9.syn Intersection Int Delay, s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 250 375 50 0 460 Future Vol, veh/h 0 250 375 50 0 460 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 0 263 395 53 0 484 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 395 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.23 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.319 - - - - Pot Cap-1 Maneuver 0 653 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 653 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 14.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 653 - HCM Lane V/C Ratio - - 0.403 - HCM Control Delay (s) - - 14.2 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 1.9 - Lanes and Geometrics Long Bkgrd PM 6: Strauss Cabin Road & Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb pm rndabt synchro 9.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 1863 1583 0 3539 Flt Permitted Satd. Flow (perm) 0 1611 1863 1583 0 3539 Link Speed (mph) 30 35 30 Link Distance (ft) 305 648 647 Travel Time (s) 6.9 12.6 14.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd AM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb am rndabt synchro 9.syn Intersection Int Delay, s/veh 5.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 35 25 240 30 375 245 Future Vol, veh/h 35 25 240 30 375 245 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 - - - 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 26 253 32 395 258 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1315 268 0 0 284 0 Stage 1 268 - - - - - Stage 2 1047 - - - - - 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 174 771 - - 1278 - Stage 1 777 - - - - - Stage 2 338 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 120 771 - - 1278 - Mov Cap-2 Maneuver 120 - - - - - Stage 1 777 - - - - - Stage 2 234 - - - - - Approach WB NB SB HCM Control Delay, s 34.2 0 5.5 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 185 1278 - HCM Lane V/C Ratio - - 0.341 0.309 - HCM Control Delay (s) - - 34.2 9.1 - HCM Lane LOS - - D A - HCM 95th %tile Q(veh) - - 1.4 1.3 - Lanes and Geometrics Long Bkgrd AM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb am rndabt synchro 9.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 100 0 200 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 0.944 0.985 Flt Protected 0.971 0.950 Satd. Flow (prot) 1707 0 1835 0 1770 1863 Flt Permitted 0.971 0.950 Satd. Flow (perm) 1707 0 1835 0 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 317 4046 648 Travel Time (s) 7.2 78.8 14.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb pm rndabt synchro 9.syn Intersection Int Delay, s/veh 7.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 85 160 265 5 290 170 Future Vol, veh/h 85 160 265 5 290 170 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 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 89 168 279 5 305 179 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1071 282 0 0 284 0 Stage 1 282 - - - - - Stage 2 789 - - - - - 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 244 757 - - 1278 - Stage 1 766 - - - - - Stage 2 448 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 186 757 - - 1278 - Mov Cap-2 Maneuver 281 - - - - - Stage 1 766 - - - - - Stage 2 341 - - - - - Approach WB NB SB HCM Control Delay, s 21.1 0 5.5 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 477 1278 - HCM Lane V/C Ratio - - 0.541 0.239 - HCM Control Delay (s) - - 21.1 8.7 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 3.2 0.9 - Lanes and Geometrics Long Bkgrd PM 8: Strauss Cabin Road & Access A Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb pm rndabt synchro 9.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 100 0 200 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 0.912 0.998 Flt Protected 0.983 0.950 Satd. Flow (prot) 1670 0 1859 0 1770 1863 Flt Permitted 0.983 0.950 Satd. Flow (perm) 1670 0 1859 0 1770 1863 Link Speed (mph) 30 35 30 Link Distance (ft) 317 4046 648 Travel Time (s) 7.2 78.8 14.7 Intersection Summary Area Type: Other HCM 2010 Roundabout Long Bkgrd AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb am rndabt synchro 9.syn Intersection Intersection Delay, s/veh 18.0 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 584 758 94 184 Demand Flow Rate, veh/h 596 773 97 187 Vehicles Circulating, veh/h 134 210 676 612 Vehicles Exiting, veh/h 665 563 54 371 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 12.2 25.6 8.6 10.1 Approach LOS B D A B 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 596 773 97 187 Cap Entry Lane, veh/h 988 916 575 613 Entry HV Adj Factor 0.979 0.981 0.974 0.982 Flow Entry, veh/h 584 758 94 184 Cap Entry, veh/h 968 898 560 602 V/C Ratio 0.603 0.844 0.169 0.305 Control Delay, s/veh 12.2 25.6 8.6 10.1 LOS B D A B 95th %tile Queue, veh 4 10 1 1 Lanes and Geometrics Long Bkgrd AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb am rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.964 0.963 0.954 Flt Protected 0.988 0.999 0.978 0.972 Satd. Flow (prot) 0 1829 0 0 1794 0 0 1754 0 0 1727 0 Flt Permitted 0.988 0.999 0.978 0.972 Satd. Flow (perm) 0 1829 0 0 1794 0 0 1754 0 0 1727 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4046 Travel Time (s) 12.7 11.8 7.0 92.0 Intersection Summary Area Type: Other HCM 2010 Roundabout Long Bkgrd PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb pm rndabt synchro 9.syn Intersection Intersection Delay, s/veh 24.5 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 731 852 64 327 Demand Flow Rate, veh/h 745 870 65 333 Vehicles Circulating, veh/h 237 118 874 758 Vehicles Exiting, veh/h 854 821 108 230 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 25.3 26.2 9.7 21.1 Approach LOS D D 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 745 870 65 333 Cap Entry Lane, veh/h 892 1004 472 529 Entry HV Adj Factor 0.981 0.980 0.980 0.983 Flow Entry, veh/h 731 852 64 327 Cap Entry, veh/h 874 984 462 521 V/C Ratio 0.836 0.866 0.138 0.629 Control Delay, s/veh 25.3 26.2 9.7 21.1 LOS D D A C 95th %tile Queue, veh 10 11 0 4 Lanes and Geometrics Long Bkgrd PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lb pm rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.991 0.977 0.966 0.950 Flt Protected 0.995 0.998 0.976 0.974 Satd. Flow (prot) 0 1837 0 0 1816 0 0 1756 0 0 1724 0 Flt Permitted 0.995 0.998 0.976 0.974 Satd. Flow (perm) 0 1837 0 0 1816 0 0 1756 0 0 1724 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4046 Travel Time (s) 12.7 11.8 7.0 92.0 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 9/16/2016 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 3 1876 96 115 2397 40 132 12 196 17 8 4 Future Volume (veh/h) 3 1876 96 115 2397 40 132 12 196 17 8 4 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 2132 64 131 2724 23 150 14 0 19 9 0 Adj No. of Lanes 131131111110 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222 Cap, veh/h 123 3355 1045 226 3544 1103 276 288 245 272 288 0 Arrive On Green 0.01 0.66 0.66 0.05 0.70 0.70 0.15 0.15 0.00 0.15 0.15 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5085 1583 1400 1863 1583 1394 1863 0 Grp Volume(v), veh/h 3 2132 64 131 2724 23 150 14 0 19 9 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1400 1863 1583 1394 1863 0 Q Serve(g_s), s 0.1 27.0 1.6 2.4 38.5 0.5 11.2 0.7 0.0 1.3 0.5 0.0 Cycle Q Clear(g_c), s 0.1 27.0 1.6 2.4 38.5 0.5 11.7 0.7 0.0 2.0 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 123 3355 1045 226 3544 1103 276 288 245 272 288 0 V/C Ratio(X) 0.02 0.64 0.06 0.58 0.77 0.02 0.54 0.05 0.00 0.07 0.03 0.00 Avail Cap(c_a), veh/h 182 3355 1045 300 3544 1103 276 288 245 272 288 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 11.0 6.6 17.0 10.9 5.1 44.5 39.6 0.0 40.5 39.5 0.0 Incr Delay (d2), s/veh 0.1 0.9 0.1 2.3 1.7 0.0 7.5 0.3 0.0 0.5 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 0.0 12.7 0.7 2.8 18.2 0.2 4.9 0.4 0.0 0.5 0.2 0.0 LnGrp Delay(d),s/veh 11.5 11.9 6.7 19.3 12.5 5.2 51.9 39.9 0.0 41.0 39.7 0.0 LnGrp LOS BBABBADD DD Approach Vol, veh/h 2199 2878 164 28 Approach Delay, s/veh 11.7 12.8 50.9 40.6 Approach LOS B B D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.4 79.6 22.0 4.4 83.6 22.0 Change Period (Y+Rc), s 4.0 8.0 6.0 4.0 8.0 6.0 Max Green Setting (Gmax), s 9.0 67.0 16.0 4.0 72.0 16.0 Max Q Clear Time (g_c+I1), s 4.4 29.0 4.0 2.1 40.5 13.7 Green Ext Time (p_c), s 0.1 37.2 0.4 0.0 31.0 0.1 Intersection Summary HCM 2010 Ctrl Delay 13.7 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st am.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) 13 75 22 8 80 22 Maximum Split (%) 11.8% 68.2% 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) 82 95 60 82 90 60 End Time (s) 95 60 82 90 60 82 Yield/Force Off (s) 91 52 76 86 52 76 Yield/Force Off 170(s) 91 41 76 86 41 76 Local Start Time (s) 97 0 75 97 105 75 Local Yield (s) 106 67 91 101 67 91 Local Yield 170(s) 106 56 91 101 56 91 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 95 (86%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road HCM 2010 Signalized Intersection Summary Short Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/26/2016 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 11 2613 233 258 2446 59 136 10 149 12 17 8 Future Volume (veh/h) 11 2613 233 258 2446 59 136 10 149 12 17 8 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 2666 155 263 2496 42 139 10 0 12 17 0 Adj No. of Lanes 131131111110 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 222222222222 Cap, veh/h 142 2966 924 294 3508 1092 281 310 264 287 310 0 Arrive On Green 0.02 0.58 0.58 0.13 0.69 0.69 0.17 0.17 0.00 0.17 0.17 0.00 Sat Flow, veh/h 1774 5085 1583 1774 5085 1583 1390 1863 1583 1399 1863 0 Grp Volume(v), veh/h 11 2666 155 263 2496 42 139 10 0 12 17 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1774 1695 1583 1390 1863 1583 1399 1863 0 Q Serve(g_s), s 0.3 55.1 5.4 12.6 35.9 1.0 11.2 0.5 0.0 0.9 0.9 0.0 Cycle Q Clear(g_c), s 0.3 55.1 5.4 12.6 35.9 1.0 12.1 0.5 0.0 1.4 0.9 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 142 2966 924 294 3508 1092 281 310 264 287 310 0 V/C Ratio(X) 0.08 0.90 0.17 0.90 0.71 0.04 0.49 0.03 0.00 0.04 0.05 0.00 Avail Cap(c_a), veh/h 183 2966 924 294 3508 1092 281 310 264 287 310 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 12.0 21.9 11.5 40.4 11.3 5.9 47.2 41.9 0.0 42.5 42.1 0.0 Incr Delay (d2), s/veh 0.2 4.9 0.4 27.8 1.3 0.1 6.1 0.2 0.0 0.3 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 0.2 26.8 2.5 10.8 17.0 0.5 4.8 0.3 0.0 0.4 0.5 0.0 LnGrp Delay(d),s/veh 12.2 26.8 11.9 68.1 12.6 6.0 53.3 42.1 0.0 42.8 42.4 0.0 LnGrp LOS B C BEBADD DD Approach Vol, veh/h 2832 2801 149 29 Approach Delay, s/veh 25.9 17.7 52.5 42.5 Approach LOS C B D D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.0 77.0 25.0 5.2 89.8 25.0 Change Period (Y+Rc), s 4.0 8.0 6.0 4.0 8.0 6.0 Max Green Setting (Gmax), s 14.0 69.0 19.0 4.0 79.0 19.0 Max Q Clear Time (g_c+I1), s 14.6 57.1 3.4 2.3 37.9 14.1 Green Ext Time (p_c), s 0.0 11.9 0.4 0.0 40.6 0.2 Intersection Summary HCM 2010 Ctrl Delay 22.7 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/26/2016 Synchro 9 Light Report Delich Associates st pm.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 77 25 8 87 25 Maximum Split (%) 15.0% 64.2% 20.8% 6.7% 72.5% 20.8% 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 52 77 85 52 End Time (s) 95 52 77 85 52 77 Yield/Force Off (s) 91 44 71 81 44 71 Yield/Force Off 170(s) 91 33 71 81 33 71 Local Start Time (s) 102 0 77 102 110 77 Local Yield (s) 116 69 96 106 69 96 Local Yield 170(s) 116 58 96 106 58 96 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 95 (79%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Splits and Phases: 3: Strauss Cabin Road & Harmony Road HCM 2010 TWSC Short Total AM 6: Strauss Cabin Road & North Access/Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 7.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 80 0 15 26 0 111 4 149 37 138 61 20 Future Vol, veh/h 80 0 15 26 0 111 4 149 37 138 61 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 200 - 150 200 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 94 0 18 31 0 131 5 175 44 162 72 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 646 581 72 590 581 175 72 0 0 175 0 0 Stage 1 396 396 - 185 185 - - - - - - - Stage 2 250 185 - 405 396 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 385 425 990 419 425 868 1528 - - 1401 - - Stage 1 629 604 - 817 747 - - - - - - - Stage 2 754 747 - 622 604 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 297 375 990 374 375 868 1528 - - 1401 - - Mov Cap-2 Maneuver 297 375 - 374 375 - - - - - - - Stage 1 627 534 - 814 745 - - - - - - - Stage 2 638 745 - 540 534 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 21.1 11.7 0.2 5 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1528 - - 334 694 1401 - - HCM Lane V/C Ratio 0.003 - - 0.335 0.232 0.116 - - HCM Control Delay (s) 7.4 - - 21.1 11.7 7.9 - - HCM Lane LOS A - - C B A - - HCM 95th %tile Q(veh) 0 - - 1.4 0.9 0.4 - - Lanes and Geometrics Short Total AM 6: Strauss Cabin Road & North Access/Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st 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 0 200 150 200 200 Storage Lanes 0 0 0 0 1 1 1 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 0.978 0.891 0.850 0.850 Flt Protected 0.960 0.991 0.950 0.950 Satd. Flow (prot) 0 1749 0 0 1645 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0.960 0.991 0.950 0.950 Satd. Flow (perm) 0 1749 0 0 1645 0 1770 1863 1583 1770 1863 1583 Link Speed (mph) 35 35 35 35 Link Distance (ft) 412 566 644 657 Travel Time (s) 8.0 11.0 12.5 12.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 6: Strauss Cabin Road & North Access/Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 7.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 42 0 8 32 0 193 15 60 48 247 183 78 Future Vol, veh/h 42 0 8 32 0 193 15 60 48 247 183 78 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 200 - 150 200 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 49 0 9 38 0 227 18 71 56 291 215 92 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1015 902 215 907 902 71 215 0 0 71 0 0 Stage 1 796 796 - 106 106 - - - - - - - Stage 2 219 106 - 801 796 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 217 277 825 257 277 991 1355 - - 1529 - - Stage 1 380 399 - 900 807 - - - - - - - Stage 2 783 807 - 378 399 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 141 221 825 215 221 991 1355 - - 1529 - - Mov Cap-2 Maneuver 141 221 - 215 221 - - - - - - - Stage 1 375 323 - 888 796 - - - - - - - Stage 2 596 796 - 303 323 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 39.1 14.2 0.9 3.8 HCM LOS E B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1355 - - 163 655 1529 - - HCM Lane V/C Ratio 0.013 - - 0.361 0.404 0.19 - - HCM Control Delay (s) 7.7 - - 39.1 14.2 7.9 - - HCM Lane LOS A - - E B A - - HCM 95th %tile Q(veh) 0 - - 1.5 2 0.7 - - Lanes and Geometrics Short Total PM 6: Strauss Cabin Road & North Access/Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st 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 0 200 150 200 200 Storage Lanes 0 0 0 0 1 1 1 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 0.979 0.884 0.850 0.850 Flt Protected 0.959 0.993 0.950 0.950 Satd. Flow (prot) 0 1749 0 0 1635 0 1770 1863 1583 1770 1863 1583 Flt Permitted 0.959 0.993 0.950 0.950 Satd. Flow (perm) 0 1749 0 0 1635 0 1770 1863 1583 1770 1863 1583 Link Speed (mph) 35 35 35 35 Link Distance (ft) 412 566 644 657 Travel Time (s) 8.0 11.0 12.5 12.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 9: Strauss Cabin Road & South Access Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 34 14 4 156 94 8 Future Vol, veh/h 34 14 4 156 94 8 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 - 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 40 16 5 184 111 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 308 115 120 0 - 0 Stage 1 115 - - - - - Stage 2 193 - - - - - 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 684 937 1468 - - - Stage 1 910 - - - - - Stage 2 840 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 682 937 1468 - - - Mov Cap-2 Maneuver 682 - - - - - Stage 1 910 - - - - - Stage 2 837 - - - - - Approach EB NB SB HCM Control Delay, s 10.3 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1468 - 741 - - HCM Lane V/C Ratio 0.003 - 0.076 - - HCM Control Delay (s) 7.5 - 10.3 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.2 - - Lanes and Geometrics Short Total AM 9: Strauss Cabin Road & South Access Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st 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) 0 0 200 0 Storage Lanes 1 0 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 0.961 0.990 Flt Protected 0.966 0.950 Satd. Flow (prot) 1729 0 1770 1863 1844 0 Flt Permitted 0.966 0.950 Satd. Flow (perm) 1729 0 1770 1863 1844 0 Link Speed (mph) 35 35 35 Link Distance (ft) 410 4040 644 Travel Time (s) 8.0 78.7 12.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 9: Strauss Cabin Road & South Access Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 7 13 105 189 34 Future Vol, veh/h 18 7 13 105 189 34 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 - 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 21 8 15 124 222 40 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 396 242 262 0 - 0 Stage 1 242 - - - - - Stage 2 154 - - - - - 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 609 797 1302 - - - Stage 1 798 - - - - - Stage 2 874 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 602 797 1302 - - - Mov Cap-2 Maneuver 602 - - - - - Stage 1 798 - - - - - Stage 2 864 - - - - - Approach EB NB SB HCM Control Delay, s 10.8 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1302 - 646 - - HCM Lane V/C Ratio 0.012 - 0.046 - - HCM Control Delay (s) 7.8 - 10.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - Lanes and Geometrics Short Total PM 9: Strauss Cabin Road & South Access Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st 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) 0 0 200 0 Storage Lanes 1 0 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 0.963 0.979 Flt Protected 0.965 0.950 Satd. Flow (prot) 1731 0 1770 1863 1824 0 Flt Permitted 0.965 0.950 Satd. Flow (perm) 1731 0 1770 1863 1824 0 Link Speed (mph) 35 35 35 Link Distance (ft) 410 4040 644 Travel Time (s) 8.0 78.7 12.5 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 54 352 3 0 458 127 4 2 4 64 1 49 Future Vol, veh/h 54 352 3 0 458 127 4 2 4 64 1 49 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 64 414 4 0 539 149 5 2 5 75 1 58 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 539 0 0 418 0 0 1082 1082 416 1085 1084 539 Stage 1 - - - - - - 543 543 - 539 539 - Stage 2 - - - - - - 539 539 - 546 545 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1029 - - 1141 - - 195 217 637 194 217 542 Stage 1 - - - - - - 524 520 - 527 522 - Stage 2 - - - - - - 527 522 - 522 519 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1029 - - 1141 - - 165 204 637 182 204 542 Mov Cap-2 Maneuver - - - - - - 165 204 - 182 204 - Stage 1 - - - - - - 491 488 - 494 522 - Stage 2 - - - - - - 470 522 - 484 487 - Approach EB WB NB SB HCM Control Delay, s 1.2 0 20.2 27.2 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 248 1029 - - 1141 - - 182 542 HCM Lane V/C Ratio 0.047 0.062 ----- 0.42 0.106 HCM Control Delay (s) 20.2 8.7 - - 0 - - 38.4 12.4 HCM Lane LOS C A - - A - - E B HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 1.9 0.4 Lanes and Geometrics Short Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st 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 0.999 0.850 0.944 0.850 Flt Protected 0.950 0.980 0.953 Satd. Flow (prot) 1770 1861 0 1863 1863 1583 0 1723 0 0 1775 1583 Flt Permitted 0.950 0.980 0.953 Satd. Flow (perm) 1770 1861 0 1863 1863 1583 0 1723 0 0 1775 1583 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4040 Travel Time (s) 12.7 11.8 7.0 91.8 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 59 515 9 2 578 83 1 2 3 120 4 65 Future Vol, veh/h 59 515 9 2 578 83 1 2 3 120 4 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - 150 - - - - - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 61 536 9 2 602 86 1 2 3 125 4 68 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 602 0 0 546 0 0 1272 1270 541 1273 1275 602 Stage 1 - - - - - - 664 664 - 606 606 - Stage 2 - - - - - - 608 606 - 667 669 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 975 - - 1023 - - 144 168 541 144 167 500 Stage 1 - - - - - - 450 458 - 484 487 - Stage 2 - - - - - - 483 487 - 448 456 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 975 - - 1023 - - 116 157 541 135 156 500 Mov Cap-2 Maneuver - - - - - - 116 157 - 135 156 - Stage 1 - - - - - - 422 429 - 454 486 - Stage 2 - - - - - - 413 486 - 416 427 - Approach EB WB NB SB HCM Control Delay, s 0.9 0 21.6 88 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 223 975 - - 1023 - - 136 500 HCM Lane V/C Ratio 0.028 0.063 - - 0.002 - - 0.95 0.135 HCM Control Delay (s) 21.6 8.9 - - 8.5 - - 127.1 13.3 HCM Lane LOS C A - - A - - F B HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 6.5 0.5 Lanes and Geometrics Short Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st 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 0.998 0.850 0.932 0.850 Flt Protected 0.950 0.950 0.992 0.954 Satd. Flow (prot) 1770 1859 0 1770 1863 1583 0 1722 0 0 1777 1583 Flt Permitted 0.950 0.950 0.992 0.954 Satd. Flow (perm) 1770 1859 0 1770 1863 1583 0 1722 0 0 1777 1583 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4040 Travel Time (s) 12.7 11.8 7.0 91.8 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st am rndabt.syn Intersection Intersection Delay, s/veh 11.2 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 482 688 12 134 Demand Flow Rate, veh/h 491 702 12 136 Vehicles Circulating, veh/h 77 72 563 555 Vehicles Exiting, veh/h 614 503 5 219 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 8.9 13.5 5.8 8.2 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 491 702 12 136 Cap Entry Lane, veh/h 1046 1051 644 649 Entry HV Adj Factor 0.981 0.980 0.997 0.985 Flow Entry, veh/h 482 688 12 134 Cap Entry, veh/h 1026 1031 641 639 V/C Ratio 0.469 0.668 0.019 0.210 Control Delay, s/veh 8.9 13.5 5.8 8.2 LOSABAA 95th %tile Queue, veh 3501 Lanes and Geometrics Short Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st 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) 150 0 150 150 0 0 0 150 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 0.999 0.971 0.944 0.942 Flt Protected 0.993 0.980 0.973 Satd. Flow (prot) 0 1848 0 0 1809 0 0 1723 0 0 1707 0 Flt Permitted 0.993 0.980 0.973 Satd. Flow (perm) 0 1848 0 0 1809 0 0 1723 0 0 1707 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4040 Travel Time (s) 12.7 11.8 7.0 91.8 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates st pm rndabt.syn Intersection Intersection Delay, s/veh 12.8 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 606 690 6 197 Demand Flow Rate, veh/h 618 704 6 201 Vehicles Circulating, veh/h 133 65 736 617 Vehicles Exiting, veh/h 684 677 15 152 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 12.8 13.4 6.8 10.6 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 618 704 6 201 Cap Entry Lane, veh/h 989 1059 541 610 Entry HV Adj Factor 0.981 0.980 0.993 0.980 Flow Entry, veh/h 606 690 6 197 Cap Entry, veh/h 970 1038 538 597 V/C Ratio 0.625 0.665 0.011 0.330 Control Delay, s/veh 12.8 13.4 6.8 10.6 LOSBBAB 95th %tile Queue, veh 5501 Lanes and Geometrics Short Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 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 0 150 150 0 0 0 150 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 0.983 0.932 0.953 Flt Protected 0.995 0.992 0.969 Satd. Flow (prot) 0 1850 0 0 1831 0 0 1722 0 0 1720 0 Flt Permitted 0.995 0.992 0.969 Satd. Flow (perm) 0 1850 0 0 1831 0 0 1722 0 0 1720 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4040 Travel Time (s) 12.7 11.8 7.0 91.8 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 9/16/2016 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 2110 270 300 2445 125 170 25 260 235 80 60 Future Volume (veh/h) 35 2110 270 300 2445 125 170 25 260 235 80 60 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 37 2221 227 316 2574 106 179 26 0 247 84 0 Adj No. of Lanes 131231211211 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 63 2709 967 402 3123 1129 268 130 111 340 169 130 Arrive On Green 0.04 0.53 0.53 0.12 0.61 0.61 0.08 0.07 0.00 0.10 0.09 0.00 Sat Flow, veh/h 1774 5085 1583 3442 5085 1583 3442 1863 1583 3442 1863 1583 Grp Volume(v), veh/h 37 2221 227 316 2574 106 179 26 0 247 84 0 Grp Sat Flow(s),veh/h/ln 1774 1695 1583 1721 1695 1583 1721 1863 1583 1721 1863 1583 Q Serve(g_s), s 2.3 39.9 7.2 9.8 43.5 2.3 5.6 1.4 0.0 7.7 4.7 0.0 Cycle Q Clear(g_c), s 2.3 39.9 7.2 9.8 43.5 2.3 5.6 1.4 0.0 7.7 4.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 63 2709 967 402 3123 1129 268 130 111 340 169 130 V/C Ratio(X) 0.59 0.82 0.23 0.79 0.82 0.09 0.67 0.20 0.00 0.73 0.50 0.00 Avail Cap(c_a), veh/h 81 2709 967 407 3123 1129 282 130 111 407 169 130 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 21.3 9.7 47.2 16.6 4.9 49.3 48.2 0.0 48.1 47.6 0.0 Incr Delay (d2), s/veh 8.6 2.9 0.6 9.7 2.6 0.2 5.6 3.4 0.0 5.2 10.0 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 1.3 19.2 3.3 5.2 21.0 1.0 2.9 0.9 0.0 3.9 2.9 0.0 LnGrp Delay(d),s/veh 60.8 24.2 10.3 57.0 19.2 5.0 54.9 51.6 0.0 53.4 57.6 0.0 LnGrp LOS E C BEBADD DE Approach Vol, veh/h 2485 2996 205 331 Approach Delay, s/veh 23.5 22.7 54.5 54.4 Approach LOS CCDD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.8 65.6 11.6 15.0 8.9 74.6 13.9 12.7 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 57.0 8.0 9.0 4.0 65.0 12.0 5.0 Max Q Clear Time (g_c+I1), s 11.8 41.9 7.6 6.7 4.3 45.5 9.7 3.4 Green Ext Time (p_c), s 0.0 15.0 0.0 0.1 0.0 19.3 0.2 0.1 Intersection Summary HCM 2010 Ctrl Delay 25.9 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total AM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Phase Number 12345678 Movement WBL EBT NBL SBT EBL WBT SBL NBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 18 65 12 15 10 73 16 11 Maximum Split (%) 16.4% 59.1% 10.9% 13.6% 9.1% 66.4% 14.5% 10.0% 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 65 77 92 102 65 81 End Time (s) 0 65 77 92 102 65 81 92 Yield/Force Off (s) 104 57 73 86 96 57 77 86 Yield/Force Off 170(s) 104 46 73 86 96 46 77 86 Local Start Time (s) 92 0 65 77 92 102 65 81 Local Yield (s) 104 57 73 86 96 57 77 86 Local Yield 170(s) 104 46 73 86 96 46 77 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 HCM 2010 Signalized Intersection Summary Long Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 2860 275 260 2585 270 295 80 310 185 40 45 Future Volume (veh/h) 70 2860 275 260 2585 270 295 80 310 185 40 45 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 71 2918 235 265 2638 229 301 82 0 189 41 0 Adj No. of Lanes 131231211211 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 222222222222 Cap, veh/h 103 3030 1102 301 3178 1114 344 133 113 271 93 66 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 71 2918 235 265 2638 229 301 82 0 189 41 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 4.7 65.3 6.4 9.1 48.5 6.0 10.4 5.1 0.0 6.4 2.6 0.0 Cycle Q Clear(g_c), s 4.7 65.3 6.4 9.1 48.5 6.0 10.4 5.1 0.0 6.4 2.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 103 3030 1102 301 3178 1114 344 133 113 271 93 66 V/C Ratio(X) 0.69 0.96 0.21 0.88 0.83 0.21 0.87 0.62 0.00 0.70 0.44 0.00 Avail Cap(c_a), veh/h 103 3030 1102 301 3178 1114 344 133 113 287 93 66 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 55.4 23.0 6.5 54.1 17.5 6.2 53.3 54.1 0.0 53.9 55.4 0.0 Incr Delay (d2), s/veh 17.2 9.8 0.4 24.5 2.7 0.4 21.3 19.6 0.0 6.8 14.4 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 2.8 33.0 2.9 5.4 23.3 2.7 6.0 3.4 0.0 3.3 1.7 0.0 LnGrp Delay(d),s/veh 72.6 32.8 7.0 78.6 20.2 6.6 74.5 73.8 0.0 60.7 69.7 0.0 LnGrp LOS E C A E C A E E E E Approach Vol, veh/h 3224 3132 383 230 Approach Delay, s/veh 31.8 24.1 74.4 62.3 Approach LOS C C E E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.5 78.5 15.0 11.0 12.0 82.0 12.4 13.6 Change Period (Y+Rc), s 6.0 8.0 4.0 6.0 6.0 8.0 4.0 6.0 Max Green Setting (Gmax), s 9.5 70.5 11.0 5.0 6.0 74.0 9.0 7.0 Max Q Clear Time (g_c+I1), s 11.1 67.3 12.4 4.6 6.7 50.5 8.4 7.1 Green Ext Time (p_c), s 0.0 3.2 0.0 0.0 0.0 23.4 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 31.7 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total PM 3: Strauss Cabin Road & Harmony Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Phase Number 12345678 Movement WBL EBT NBL SBT EBL WBT SBL NBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None Max None C-Max None Max Maximum Split (s) 15.5 78.5 15 11 12 82 13 13 Maximum Split (%) 12.9% 65.4% 12.5% 9.2% 10.0% 68.3% 10.8% 10.8% 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 78.5 93.5 104.5 116.5 78.5 91.5 End Time (s) 0 78.5 93.5 104.5 116.5 78.5 91.5 104.5 Yield/Force Off (s) 114 70.5 89.5 98.5 110.5 70.5 87.5 98.5 Yield/Force Off 170(s) 114 59.5 89.5 98.5 110.5 59.5 87.5 98.5 Local Start Time (s) 104.5 0 78.5 93.5 104.5 116.5 78.5 91.5 Local Yield (s) 114 70.5 89.5 98.5 110.5 70.5 87.5 98.5 Local Yield 170(s) 114 59.5 89.5 98.5 110.5 59.5 87.5 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 HCM 2010 TWSC Long Total AM 6: Strauss Cabin Road & North Access/Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 15 0 0 120 0 335 45 0 630 20 Future Vol, veh/h 0 0 15 0 0 120 0 335 45 0 630 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - 150 - - 200 Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 16 0 0 126 0 353 47 0 663 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 332 - - 353 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 6.93 - - 6.23 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.319 - - 3.319 - - - - - - Pot Cap-1 Maneuver 0 0 665 0 0 690 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 665 - - 690 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.5 11.4 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 665 690 - - HCM Lane V/C Ratio - - 0.024 0.183 - - HCM Control Delay (s) - - 10.5 11.4 - - HCM Lane LOS - - B B - - HCM 95th %tile Q(veh) - - 0.1 0.7 - - Lanes and Geometrics Long Total AM 6: Strauss Cabin Road & North Access/Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 150 0 200 Storage Lanes 0 1 0 1 0 1 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 0.95 1.00 Ped Bike Factor Frt 0.865 0.865 0.850 0.850 Flt Protected Satd. Flow (prot) 0 0 1611 0 0 1611 0 1863 1583 0 3539 1583 Flt Permitted Satd. Flow (perm) 0 0 1611 0 0 1611 0 1863 1583 0 3539 1583 Link Speed (mph) 35 35 35 35 Link Distance (ft) 327 305 648 647 Travel Time (s) 6.4 5.9 12.6 12.6 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 6: Strauss Cabin Road & North Access/Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 10 0 0 250 0 475 50 0 495 80 Future Vol, veh/h 0 0 10 0 0 250 0 475 50 0 495 80 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - 150 - - 200 Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 11 0 0 263 0 500 53 0 521 84 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 261 - - 500 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 6.93 - - 6.23 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.319 - - 3.319 - - - - - - Pot Cap-1 Maneuver 0 0 738 0 0 570 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 738 - - 570 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.9 16.6 0 0 HCM LOS A C Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 738 570 - - HCM Lane V/C Ratio - - 0.014 0.462 - - HCM Control Delay (s) - - 9.9 16.6 - - HCM Lane LOS - - A C - - HCM 95th %tile Q(veh) - - 0 2.4 - - Lanes and Geometrics Long Total PM 6: Strauss Cabin Road & North Access/Hacienda Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 150 0 200 Storage Lanes 0 1 0 1 0 1 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 0.95 1.00 Ped Bike Factor Frt 0.865 0.865 0.850 0.850 Flt Protected Satd. Flow (prot) 0 0 1611 0 0 1611 0 1863 1583 0 3539 1583 Flt Permitted Satd. Flow (perm) 0 0 1611 0 0 1611 0 1863 1583 0 3539 1583 Link Speed (mph) 30 30 35 30 Link Distance (ft) 284 305 648 647 Travel Time (s) 6.5 6.9 12.6 14.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 8: Strauss Cabin Road & South Access/Access A Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Intersection Int Delay, s/veh 38 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 115 0 15 35 0 25 10 240 30 375 260 0 Future Vol, veh/h 115 0 15 35 0 25 10 240 30 375 260 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 100 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 121 0 16 37 0 26 11 253 32 395 274 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1352 1368 274 1360 1352 268 274 0 0 284 0 0 Stage 1 1063 1063 - 289 289 - - - - - - - Stage 2 289 305 - 1071 1063 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 127 147 765 126 150 771 1289 - - 1278 - - Stage 1 270 300 - 719 673 - - - - - - - Stage 2 719 662 - 267 300 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 93 101 765 93 103 771 1289 - - 1278 - - Mov Cap-2 Maneuver ~ 93 101 - 93 103 - - - - - - - Stage 1 268 207 - 713 667 - - - - - - - Stage 2 689 656 - 181 207 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 276.2 43.2 0.3 5.4 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1289 - - 103 93 771 1278 - - HCM Lane V/C Ratio 0.008 - - 1.329 0.396 0.034 0.309 - - HCM Control Delay (s) 7.8 - - 276.2 67.1 9.8 9.1 - - HCM Lane LOS A - - F F A A - - HCM 95th %tile Q(veh) 0 - - 9.6 1.6 0.1 1.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes and Geometrics Long Total AM 8: Strauss Cabin Road & South Access/Access A Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 100 200 0 200 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.984 0.850 0.983 Flt Protected 0.958 0.950 0.950 0.950 Satd. Flow (prot) 0 1756 0 0 1770 1583 1770 1831 0 1770 1863 0 Flt Permitted 0.958 0.950 0.950 0.950 Satd. Flow (perm) 0 1756 0 0 1770 1583 1770 1831 0 1770 1863 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 323 317 4046 648 Travel Time (s) 7.3 7.2 78.8 14.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 8: Strauss Cabin Road & South Access/Access A Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Intersection Int Delay, s/veh 13.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 60 0 5 85 0 160 30 265 5 290 180 35 Future Vol, veh/h 60 0 5 85 0 160 30 265 5 290 180 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 100 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 63 0 5 89 0 168 32 279 5 305 189 37 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1163 1165 208 1166 1182 282 226 0 0 284 0 0 Stage 1 818 818 - 345 345 - - - - - - - Stage 2 345 347 - 821 837 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 172 194 832 171 190 757 1342 - - 1278 - - Stage 1 370 390 - 671 636 - - - - - - - Stage 2 671 635 - 369 382 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 107 144 832 136 141 757 1342 - - 1278 - - Mov Cap-2 Maneuver 107 144 - 136 141 - - - - - - - Stage 1 361 297 - 655 621 - - - - - - - Stage 2 509 620 - 279 291 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 74.3 32.2 0.8 5 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1342 - - 115 136 757 1278 - - HCM Lane V/C Ratio 0.024 - - 0.595 0.658 0.222 0.239 - - HCM Control Delay (s) 7.7 - - 74.3 71.8 11.1 8.7 - - HCM Lane LOS A - - F F B A - - HCM 95th %tile Q(veh) 0.1 - - 2.9 3.6 0.8 0.9 - - Lanes and Geometrics Long Total PM 8: Strauss Cabin Road & South Access/Access A Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 100 200 0 200 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.990 0.850 0.997 0.975 Flt Protected 0.956 0.950 0.950 0.950 Satd. Flow (prot) 0 1763 0 0 1770 1583 1770 1857 0 1770 1816 0 Flt Permitted 0.956 0.950 0.950 0.950 Satd. Flow (perm) 0 1763 0 0 1770 1583 1770 1857 0 1770 1816 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 325 317 4046 648 Travel Time (s) 7.4 7.2 78.8 14.7 Intersection Summary Area Type: Other HCM 2010 Roundabout Long Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Intersection Intersection Delay, s/veh 18.7 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 589 763 94 211 Demand Flow Rate, veh/h 601 778 97 215 Vehicles Circulating, veh/h 145 215 692 612 Vehicles Exiting, veh/h 682 574 54 381 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 12.6 26.7 8.7 11.0 Approach LOS B D A B 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 601 778 97 215 Cap Entry Lane, veh/h 977 911 566 613 Entry HV Adj Factor 0.979 0.981 0.974 0.980 Flow Entry, veh/h 589 763 94 211 Cap Entry, veh/h 957 894 551 600 V/C Ratio 0.615 0.854 0.171 0.351 Control Delay, s/veh 12.6 26.7 8.7 11.0 LOS B D A B 95th %tile Queue, veh 4 11 1 2 Lanes and Geometrics Long Total AM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt am rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.964 0.963 0.949 Flt Protected 0.988 0.999 0.978 0.973 Satd. Flow (prot) 0 1829 0 0 1794 0 0 1754 0 0 1720 0 Flt Permitted 0.988 0.999 0.978 0.973 Satd. Flow (perm) 0 1829 0 0 1794 0 0 1754 0 0 1720 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4046 Travel Time (s) 12.7 11.8 7.0 92.0 Intersection Summary Area Type: Other HCM 2010 Roundabout Long Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Intersection Intersection Delay, s/veh 27.2 Intersection LOS D Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 747 863 64 343 Demand Flow Rate, veh/h 762 881 65 351 Vehicles Circulating, veh/h 243 135 897 758 Vehicles Exiting, veh/h 866 827 108 258 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 27.9 29.6 10.0 22.9 Approach LOS D D 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 762 881 65 351 Cap Entry Lane, veh/h 886 987 461 529 Entry HV Adj Factor 0.980 0.980 0.980 0.978 Flow Entry, veh/h 747 863 64 343 Cap Entry, veh/h 868 967 451 518 V/C Ratio 0.860 0.892 0.141 0.663 Control Delay, s/veh 27.9 29.6 10.0 22.9 LOS D D A C 95th %tile Queue, veh 11 13 0 5 Lanes and Geometrics Long Total PM 14: Strauss Cabin Road & Kechter Road Harmony/I-25 Project 9/16/2016 Synchro 9 Light Report Delich Associates lt pm rndabt synchro 9.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.976 0.966 0.948 Flt Protected 0.994 0.998 0.976 0.975 Satd. Flow (prot) 0 1837 0 0 1814 0 0 1756 0 0 1722 0 Flt Permitted 0.994 0.998 0.976 0.975 Satd. Flow (perm) 0 1837 0 0 1814 0 0 1756 0 0 1722 0 Link Speed (mph) 30 30 35 30 Link Distance (ft) 560 520 360 4046 Travel Time (s) 12.7 11.8 7.0 92.0 Intersection Summary Area Type: Other APPENDIX I Harmony Strauss Cabin Rock Creek SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Harmony 23 TIS, September 2016 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 Commercial area to the east of the site Commercial Minimum B B C B B 1 Actual A E B C D Proposed A B B B B Residential area to the southwest of the site Residential Minimum B B C B B 2 Actual A E A C D Proposed A B A B B Commercial area to the west of the site Commercial Minimum B B C B B 3 Actual A E A C C Proposed A B A B B 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 Rock Creek SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Harmony 23 TIS, September 2016 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 west of the site Commercial C B B 2 3 4 400 500 600 SB LT/T/RT AM 175 VPH AM 1275 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 310 VPH PM 1505 VPH 400 500 600 SB LT/T/RT AM 114 VPH AM 994 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 189 VPH PM 1246 VPH 400 500 600 SB LT/T/RT AM 92 VPH AM 988 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 178 VPH PM 1225 VPH