Loading...
HomeMy WebLinkAboutSALUD FAMILY HEALTH CENTER - PDP - PDP160015 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYSALUD FAMILY HEALTH TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO OCTOBER 2015 Prepared for: Salud Family Health Centers 203 S. Rollie Avenue Fort Lupton, CO 80621 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 ...-_,,/1/.' __ Project #1565 DELICH Salud Family Health facility TIS, October 2015 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 5 Bicycle Facilities .............................................................................................................. 8 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................... 9 Background Traffic Projections ....................................................................................... 9 Trip Assignment ............................................................................................................ 15 Signal Warrants ............................................................................................................. 15 Geometry ...................................................................................................................... 20 Operation Analysis ........................................................................................................ 20 Pedestrian Level of Service ........................................................................................... 26 Bicycle Level of Service ................................................................................................ 26 Transit Level of Service ................................................................................................. 26 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 28 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 11 3. Short Range (2020) Background Peak Hour Operation .......................................... 23 4. Long Range (2035) Background Peak Hour Operation ........................................... 24 5. Short Range (2020) Total Peak Hour Operation ..................................................... 25 6. Long Range (2035) Total Peak Hour Operation ...................................................... 27 DELICH Salud Family Health facility TIS, October 2015 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Balanced Recent Peak Hour Traffic .......................................................................... 7 5. Site Plan .................................................................................................................. 10 6. Trip Distribution ....................................................................................................... 12 7. Short Range (2020) Background Peak Hour Traffic ................................................ 13 8. Long Range (2035) Background Peak Hour Traffic................................................. 14 9. Short Range (2020) Site Generated Peak Hour Traffic ........................................... 16 10. Full Development Site Generated Peak Hour Traffic ............................................... 17 11. Short Range (2020) Total Peak Hour Traffic ........................................................... 18 12. Long Range (2035) Total Peak Hour Traffic ............................................................ 19 13. Short Range (2020) Geometry ................................................................................ 21 14. Long Range (2035) Geometry ................................................................................. 22 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Signal Warrant E. Short Range (2020) Background Peak Hour Operation F. Long Range (2035) Background Peak Hour Operation G. Short Range (2020) Total Peak Hour Operation H. Long Range (2035) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Salud Family Health facility. The proposed Salud Family Health facility is located north of Laporte Avenue, approximately 1500 feet east of Taft Hill Road in Fort Collins, Colorado. This development will be submitted as an Overall Development Plan (ODP) for the entire property and a Project Development Plan (PDP) for the Salud Family Health facility. The ODP will be submitted initially and is addressed in the long range analysis in this TIS. The PDP will be submitted a month or so later and is addressed in the short range analysis in this TIS. During the course of the analysis, numerous contacts were made with the project planner (Ripley Design Inc.), the project architect (TW Beck), 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 Salud Family Health facility. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine peak hour traffic volumes; • Conduct capacity and operational level of service analyses on key intersections; • Analyze signal warrants; • Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Salud Family Health facility is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use There are several existing buildings on the Salud Family Health site. The Salud Family Health facility will occupy one of these existing buildings. Another building is an existing bicycle manufacturing facility. Land uses in the area are primarily commercial and residential. There are residential uses to the east, west, and south of the site. There are commercial uses adjacent to the site. The center of Fort Collins lies to the southeast of the proposed Salud Family Health facility site. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. Roads The primary arterial streets near the Salud Family Health facility site are Laporte Avenue and Taft Hill Road. Grandview Avenue is a local street to the south. The existing geometry at the key intersections is shown in Figure 2. Laporte Avenue is to the south of the proposed Salud Family Health facility site. It is an east-west street classified as a two-lane arterial according to the Fort Collins Master Street plan. Currently, Laporte Avenue has a two-lane cross section with no center median lane. At the Taft Hill/Laporte intersection, Laporte Avenue has eastbound and westbound left-turn lanes, a through lane in each direction, and eastbound and westbound right-turn lanes. The Taft Hill/Laporte intersection has signal control. At the Laporte/Grandview-Driveway intersection, Laporte Avenue has all eastbound and westbound movements combined in single lanes. The Laporte/ Grandview-Driveway intersection has stop sign control on Grandview Avenue and the Driveway. The posted speed limit in this area of Laporte Avenue is 30 mph. It is important to note that, as an arterial street, Laporte Avenue is required to have a center (left-turn) median lane. Taft Hill Road is to the west of the proposed Salud Family Health facility site. It is a north-south street classified as a four-lane arterial according to the Fort Collins Master Street Plan. Recently, Taft Hill Road was restriped to provide one through lane in each direction and a center median lane, south of Laporte Avenue. At the Taft Hill/Laporte intersection, Taft Hill Road has northbound and southbound left-turn lanes, one through lane in each direction, and northbound and southbound right-turn lanes. The posted speed limit in this area of Taft Hill Road is 35 mph. Grandview Avenue is a local street that serves the neighborhood to the south. It lines up with a driveway that serves an apartment complex to the west of the Salud Family Health facility site. Vine Taft Hill Shields Laporte Grandview SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 4 Laporte Taft Hill Grandview Driveway - Denotes Lane DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 5 Existing Traffic Figure 3 shows recent peak hour traffic counts at the Taft Hill/Laporte and Laporte/Grandview-Driveway intersections. The traffic counts at the Taft Hill/Laporte intersection were obtained in August 2014 by the City of Fort Collins. The traffic count at the Laporte/Grandview-Driveway intersection was obtained in September 2015. Raw traffic count data are provided in Appendix B. Since the counts were done on different days, the counts were adjusted/balanced. The adjusted/balanced recent peak hour traffic is shown in Figure 4. Existing Operation The Taft Hill/Laporte and Laporte/Grandview-Driveway intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual. Calculation forms are provided in Appendix C. Using the morning and afternoon peak hour traffic shown in Figure 4, the peak hour operation at the key intersections is shown in Table 1. The Taft Hill/Laporte and Laporte/Grandview-Driveway intersections will meet the City of Fort Collins Motor Vehicle LOS Standard during in the morning and afternoon peak hours. A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual is provided in Appendix C. Table 4-3 (revised per staff comments regarding type of intersection) showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. This site is in an area termed “low density mixed use” on the Fort Collins Structure Plan. In areas termed “low density mixed use,” acceptable overall operation at signalized intersections during the peak hours is defined as level of service D or better. At signalized intersections, acceptable operation of any leg and any movement is level of service D. At arterial/arterial and arterial/collector or local stop sign controlled intersections, acceptable operation is considered to be at level of service F for any approach leg. At collector/local stop sign controlled intersections, acceptable operation is considered to be at level of service C for any approach leg. Pedestrian Facilities There are sidewalks along both sides of Taft Hill Road, south Laporte Avenue. There are sidewalks missing along sections of Taft Hill Road, north of Laporte Avenue. Generally, there are sidewalks along Laporte Avenue adjacent to most developed properties. However, there are some gaps in the sidewalk system along Laporte Avenue. It is expected that as properties in this area are developed or redeveloped, sidewalks will be installed as part of the street/property infrastructure. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 6 117/101 254/287 147/116 110/30 322/306 32/25 62/84 153/151 167/157 17/37 101/127 53/182 Laporte Taft Hill Grandview 30/67 0/1 6/2 2/1 0/0 3/1 1/2 400/299 60/39 0/2 322/469 6/1 Driveway AM/PM BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 7 117/101 254/287 166/119 110/30 322/306 37/25 62/84 173/155 167/157 24/55 145/168 76/197 Laporte Taft Hill Grandview 24/58 0/1 6/2 2/1 0/0 3/1 1/2 363/293 54/38 0/2 255/403 6/1 Driveway DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 8 Bicycle Facilities Bicycle lanes exist along Taft Hill Road within the study area. There are bicycle lanes on Laporte Avenue west of Bryan Avenue. East of Bryan Avenue, Laporte Avenue is considered a “Shared Roadway/Bike Route.” Transit Facilities Currently, this area of Fort Collins is served by Transfort routes 9, 10, 91, and 92. TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT C C EB T D D EB RT C D EB APPROACH D D WB LT C D WB T D D WB RT A A WB APPROACH C D NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT B B SB T B B SB RT B A SB APPROACH B B OVERALL B C Laporte/Grandview-Driveway (stop sign) NB LT/T/RT C C SB LT/T/RT B B EB LT/T/RT A A WB LT/T/RT A A DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The Salud Family Health facility is a proposed medical office/clinic with commercial and residential uses on adjacent lots. Figure 5 shows a site plan of the Salud Family Health facility. The Salud Family Health facility is proposed as 38,500 square feet of medical office/clinic. The other lots will include: 10,000 square feet of retail, 20,000 square feet of general office, 9,564 square feet of industrial, and 50 single family dwelling units. The short range analysis (Year 2020) includes development of the Salud Family Health facility only and an appropriate increase in background traffic, due to normal growth, and other approved or expected developments in the area. The land uses on the other lots will be included in the long range (2035) traffic projections. Primary access to the Salud Family Health facility will be via a full-movement access (Salud Parkway) to/from Laporte Avenue. This access (Salud Parkway) will run through the site and eventually connect with Maple Street. However, this connection will not be made in the short range (2020) future. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9 th Edition, ITE was used to estimate trips that would be generated by the land uses on this site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation for the Salud Family Health facility and other land uses on a daily and peak hour basis. The trip generation for the Salud Family Health facility only (short range (2020) future) resulted in 1360 daily trip ends, 92 morning peak hour trip ends, and 123 afternoon peak hour trip ends. The trip generation for full development of the entire Salud Family Health site resulted in 2566 daily trip ends, 185 morning peak hour trip ends, and 239 afternoon peak hour trip ends. Trip Distribution Trip distribution for the Salud Family Health facility was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 6 shows the trip distribution for the short range (2020) and long range (2035) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping emails. Background Traffic Projections Figures 7 and 8 show the respective short range (2020) and long range (2035) background traffic projections. The short range (2020) background traffic was developed by increasing the existing traffic counts by two percent per year. The SCALE: 1"=200' SITE PLAN Figure 5 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 10 DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 11 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out PDP (Short Range) 720 Medical/Dental Office 38.5 KSF EQ 1360 1.89 73 0.50 19 EQ 34 EQ 89 Long Range Lot 1 826 Specialty Retail 10.0 KSF 44.32 444 0.76 8 0.60 6 1.19 12 1.52 15 710 General Office 10.0 KSF 11.03 110 1.37 14 0.19 2 0.25 3 1.24 12 Lot 2 710 General Office 10.0 KSF 11.03 110 1.37 14 0.19 2 0.25 3 1.24 12 Lot 3 110 Light Industrial 9.564 KSF 6.97 66 0.81 8 0.11 1 0.12 1 0.85 8 Lots 5 & 6 210 Single Family 50 D.U. 9.52 476 0.19 10 0.56 28 0.63 32 0.37 18 Long Range Subtotal 1206 54 39 51 65 Total 2566 127 58 85 154 Vine Taft Hill Laporte Grandview 5% 70% 20% 5% SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 12 AM/PM SHORT RANGE (2020) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 13 129/112 280/317 183/131 121/33 356/338 41/28 68/93 191/171 184/173 26/61 160/185 84/218 Laporte Taft Hill Grandview 26/64 NOM 7/2 2/1 NOM 3/1 1/2 401/323 60/42 0/2 282/445 7/1 Driveway LONG RANGE (2035) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 14 Laporte Taft Hill Grandview Driveway 175/150 375/425 220/160 165/45 480/455 50/30 90/125 245/225 250/235 30/75 210/240 105/265 25/65 NOM 10/5 5/5 NOM 5/5 5/5 490/405 60/40 5/5 350/555 10/5 35/15 NOM NOM 330/550 30/20 475/395 Maple 30/20 35/15 AM/PM Rounded to Nearest 5 Vehicles Salud DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 15 background traffic growth was agreed to by City of Fort Collins staff in the scoping emails. In the long range (2035) future, it was assumed that Maple Street would be extended and connected to Salud Parkway. Due to the condition of the streets to the east and the circuitous route, it is not likely that much site generated traffic would use the Maple Street connection. However, it is likely that the neighborhood to the east would utilize this connection in the future. 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 6, Figure 9 shows the short range (2020) assignment of the site generated peak hour vehicle traffic for the Salud Family Health facility only. Maple Street is not expected to be connected through the site in the short range (2020) future. Therefore, sole public access will only be via the access to Laporte Avenue. Initially, any connection to Maple Street, to the east, would be an emergency vehicle access. Figure 10 shows the full development (long range) site generated peak hour traffic assignment. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the key intersections. Figures 11 and 12 show the respective short range (2020) and long range (2035) total (site plus background) peak hour traffic assignment. 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. For the streets in the vicinity of the Salud Family Health facility, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area street system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to get an idea whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. Using the long range (2035) total peak hour traffic (Figure 12), the Laporte/ Grandview-Driveway and Laporte/Salud stop sign controlled intersections will not meet the peak hour warrant. The long range (2035) total peak hour warrant is provided in Appendix D. AM/PM SHORT RANGE (2020) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 16 6/27 13/62 51/24 22/10 Laporte Taft Hill Salud 15/7 3/1 4/2 1/4 1/5 4/18 Grandview Driveway 22/10 6/27 FULL DEVELOPMENT SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 17 Laporte Taft Hill Grandview Driveway 25/16 6/3 8/5 3/7 4/8 11/30 39/24 18/45 18/48 38/101 83/56 0/-3 40/26 -1/-2 Maple 2/5 4/3 AM/PM Salud AM/PM SHORT RANGE (2020) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 18 6/27 13/62 51/24 289/448 22/10 411/326 Laporte Taft Hill Salud 129/112 280/317 198/138 121/33 356/338 44/29 68/93 195/173 184/173 27/65 161/190 88/236 Driveway 2/1 NOM 3/1 1/2 423/333 Grandview 26/64 NOM 7/2 60/42 0/2 288/472 7/1 LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 19 Laporte Taft Hill Grandview Driveway 175/150 375/425 245/175 165/45 480/455 55/35 90/125 255/230 250/235 35/80 215/250 115/295 25/65 NOM 10/5 5/5 NOM 5/5 5/5 530/430 60/40 5/5 370/600 10/5 55/65 40/100 85/55 330/545 70/45 475/395 Maple 35/25 40/20 AM/PM Rounded to Nearest 5 Vehicles Salud DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 20 Geometry Figure 13 shows a schematic of the short range (2020) geometry. As mentioned earlier, Laporte Avenue is required to have a center (left-turn) median lane. Provision of a center left-turn lane will be difficult. It is recommended that a short two-way left-turn lane be considered in this area since there is limited street frontage related to this property. The Salud access cannot line up with public streets on the south side of Laporte Avenue due to property ownership. Therefore, the driveway spacing criteria on Table 7-3 in LCUASS cannot be met. This segment of Laporte Avenue was built long before LCUASS was adopted. Most street intersections along Laporte Avenue do not meet the spacing criteria. There is little that can be done to correct this. According to Figure 8-4, LCUASS, an eastbound right-turn deceleration lane is required at the Laporte/Grandview-Driveway intersection with the background traffic. The Salud Family Health facility will add no turning traffic to Grandview Avenue to the south. Figure 14 shows a schematic of the long range (2035) geometry. With full development of the Salud Family Health site, a westbound right-turn deceleration lane is required at the Laporte/Salud intersection. In light of the earlier geometry discussion, it would appear that the only practical solution is to have a continuous two-way left-turn lane for the length of Laporte Avenue. This solution would come from the City of Fort Collins. Operation Analysis Operation analyses were performed at the Taft Hill/Laporte, Laporte/Grandview- Driveway, and Laporte/Salud intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2020 condition, and for the long range, reflecting a year 2035 condition. In the intersection operation tables, the calculated delay for each movement/leg is provided when the level of service falls in the LOS E/F categories. Using the short range (2020) background peak hour traffic volumes, the key intersections operate as indicated in Table 3. The background traffic analyses at the Laporte/Grandview-Driveway intersection were run with the existing geometry and with the required lanes. Calculation forms for these analyses are provided in Appendix E. The key intersections operate acceptably in the morning and afternoon peak hours with the existing geometry and with the required geometry. Using the traffic volumes shown in Figure 8, the key intersections operate in the long range (2035) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The analysis assumed the required lanes at the Laporte/Grandview-Driveway and Laporte/Salud intersections. The key intersections operate acceptably in the morning and afternoon peak hours, with a slight adjustment in the signal timing during the afternoon peak hour at the Taft Hill/Laporte intersection. Using the traffic volumes shown in Figure 11, the key intersections operate in the short range (2020) total condition as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. As was done with the background traffic, the SHORT RANGE (2020) GEOMETRY Figure 13 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 21 Laporte Taft Hill Salud Grandview Driveway - Required Lane - Existing Lane LONG RANGE (2035) GEOMETRY Figure 14 DELICH ASSOCIATES Salud Family Health TIS, October 2015 Page 22 Laporte Taft Hill Grandview Driveway Maple Salud - Required Lane - Existing Lane DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 23 TABLE 3 Short Range (2020) Background Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT C C EB T D D EB RT C D EB APPROACH D D WB LT C D WB T D D WB RT A A WB APPROACH C D NB LT B A NB T A A NB RT A A NB APPROACH A A SB LT B B SB T B B SB RT B A SB APPROACH B B OVERALL C C Laporte/Grandview-Driveway (stop sign with existing geometry) NB LT/T/RT C C SB LT/T/RT B B EB LT/T/RT A A WB LT/T/RT A A Laporte/Grandview-Driveway (stop sign with required geometry) NB LT/T/RT C C SB LT/T/RT B B EB LT A A WB LT A A DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 24 TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT C C EB T D D EB RT C C EB APPROACH D D WB LT C D WB T D D WB RT A A WB APPROACH C D NB LT B B NB T B B NB RT A A NB APPROACH B B SB LT B B SB T C C SB RT B A SB APPROACH B C OVERALL C C Laporte/Grandview-Driveway (stop sign) NB LT/T/RT C D SB LT/T/RT C C EB LT A A WB LT A A Laporte/Salud (stop sign) SB LT/RT B B EB LT A A DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 25 TABLE 5 Short Range (2020) Total Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT C C EB T D D EB RT C D EB APPROACH D D WB LT C D WB T D D WB RT A A WB APPROACH C D NB LT B A NB T A A NB RT A A NB APPROACH A A SB LT B B SB T B B SB RT B A SB APPROACH B B OVERALL C C Laporte/Grandview-Driveway (stop sign with existing geometry) NB LT/T/RT C C SB LT/T/RT C B EB LT/T/RT A A WB LT/T/RT A A Laporte/Grandview-Driveway (stop sign with required geometry) NB LT/T/RT C C SB LT/T/RT B B EB LT A A WB LT A A Laporte/Salud (stop sign with existing geometry) SB LT/RT C C EB LT/T A A Laporte/Salud (stop sign with required geometry) SB LT/RT C C EB LT/T A A DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 26 background traffic analyses at the Laporte/Grandview-Driveway and Laporte/Salud intersections were run with the existing geometry and with the required lanes. The key intersections operate acceptably in the morning and afternoon peak hours with the existing geometry and with the required geometry. Using the traffic volumes shown in Figure 12, the key intersections operate in the long range (2035) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The key intersections operate acceptably in the morning and afternoon peak hours, with a slight adjustment in the signal timing (same as background operation) during the afternoon peak hour at the Taft Hill/Laporte intersection. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Salud Family Health facility site. Sidewalks will be built along Laporte Avenue and within the site with this development. There are three pedestrian destinations within 1320 feet of the Salud Family Health facility development. These are: 1) the commercial uses in the northeast quadrant of the Taft Hill/Laporte intersection; 2) the residential area to the east of the site; and 3) the residential area to the south. The Salud Family Health facility site is located within an area termed as “transit corridor,” which sets the level of service threshold at LOS B for directness and security and LOS C for all other measured categories. Pedestrian level of service is achieved for all categories, except for Continuity. On the north side of Laporte Avenue, there are missing sidewalks adjacent to some properties east and west of the Salud Family Health site and on the south side of Laporte Avenue. Some of these properties were approved prior to annexation. As some of these properties redevelop, sidewalks will be required adjacent to those properties. When this occurs, the Continuity measure will be met. The Pedestrian LOS Worksheet is provided in Appendix I. Bicycle Level of Service There are no bicycle destinations within 1320 feet of the Salud Family Health facility site. There are bicycle lanes along Taft Hill Road and Laporte Avenue. Transit Level of Service This area of Fort Collins is served by Transfort routes 9, 10, 91, and 92. DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 27 TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM Taft Hill/Laporte (signal) EB LT C C EB T D D EB RT C C EB APPROACH D D WB LT C D WB T C D WB RT A A WB APPROACH C D NB LT B B NB T B B NB RT A B NB APPROACH B B SB LT B B SB T C C SB RT B A SB APPROACH C C OVERALL C C Laporte/Grandview-Driveway (stop sign) NB LT/T/RT C D SB LT/T/RT C C EB LT A A WB LT A A Laporte/Salud (stop sign) SB LT/RT C D EB LT A A DELICH Salud Family Health TIS, October 2015 ASSOCIATES Page 28 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Salud Family Health facility development on the short range (2020) and long range (2035) street system in the vicinity of the proposed development. This TIS covers both the ODP and PDP submittals. As a result of this analysis, the following is concluded: • The development of the Salud Family Health facility site is feasible from a traffic engineering standpoint. The trip generation for the Salud Family Health facility only (short range (2020) future) resulted in 1360 daily trip ends, 92 morning peak hour trip ends, and 123 afternoon peak hour trip ends. The trip generation for full development of the entire Salud Family Health site resulted in 2566 daily trip ends, 185 morning peak hour trip ends, and 239 afternoon peak hour trip ends. • Current operation at the Taft Hill/Laporte and Laporte/Grandview-Driveway intersections is acceptable with existing control and geometry. • Figure 13 shows a schematic of the short range (2020) geometry. Laporte Avenue is required to have a center (left-turn) median lane. Provision of a center left-turn lane will be difficult. It is recommended that a short two-way left-turn lane be considered in this area since there is limited street frontage related to this property and most street intersections along Laporte Avenue do not meet the spacing criteria. There is little that can be done to correct this. According to Figure 8-4, LCUASS, an eastbound right-turn deceleration lane is required at the Laporte/Grandview-Driveway intersection with the background traffic. The Salud Family Health facility will add no turning traffic to Grandview Avenue to the south. Figure 14 shows a schematic of the long range (2035) geometry. It is recommended that Laporte Avenue have a continuous two-way left-turn lane for the length of Laporte Avenue. This decision would come from the City of Fort Collins. • In the short range (2020) future, given development of the Salud Family Health facility and an increase in background traffic, The key intersections operate acceptably in the morning and afternoon peak hours with the existing geometry and with the required geometry. • In the long range (2035) future, the key intersections operate acceptably in the morning and afternoon peak hours, with a modification of the signal timing in the afternoon peak hour. • Acceptable level of service is achieved for bicycle and transit modes based upon the measures in the multi-modal transportation guidelines. With completion of some gaps in the sidewalk system along Laporte Avenue, the pedestrian level of service will be acceptable. APPENDIX A Chapter 4 - Attachments Attachment A Transportation Impact Study Base Assumptions i P r oject Information Project Name SA-Lub f4Mu:.t( ~ GA t: -rP-l LGIJ '-(£R Project Location J 13 30 J...d Y0/('{G 4vt:rAJutT I TIS Assumptions Type of Study I Full: YGS Intermediate: I{) 0 Study Area Boundaries North: L.A ?o R l"~ South: L. A "'?o-R.T{i" East: West: I Study Years Short Range: :2CJZ.O Long Range: 20 35 ! Future Traffic Growth Rate ?0/Y8A(?. I I I Study Intersections l. All access drives 5. ! 2· ' AF"( -tf..lL.t../LA \'?,;2re 6. '" 17. .J. i 4. 8. Time Period for Study k2\K1: 7:00-9:0g)f"PNt: ~ I Sat Noon: NO Trip Generation Rates IPe~ ref? (AT-rACMeD) Trip Adjustment Factors .. --- I Passby: AI/A I Market: Captive Al/A Overall Trip Distribution SEE ATTACHED SKETCH I Mode Split Assumptions NiA Committed Roadway Improvements /JOT /l.«JAR8 Or- AAl« Other Traffic Studies I ,{)OT AWACG DP .4A.1Y I Areas Requiring Special Study I - U\~w~~ "'L.u...~, \oLA.t:0"-. h:. ri> Kt.A.. I ~o (F.l. (J...'l" II"':I,,-A..., '<'",(o~~ . L;..Qorb ... Ot) /5"105 BAF Page 4-34 Larimer County Urban Area Street Standards - Repealed and Reenactad April 1, 2007 Adopted by Larimer County. City of Loveland. City of Fort Collins oo o.-! l- z-o c( .j.Q) ..J ••.U') .. <() .J ~~ OJ OJ -J w \- - PROPOSED SOLAR FARM LMN LOT 5 137749 son (3.2 ACRES) CITY OF FORT DD{COLLINS "\[)C"DTV ..""".,..... "'\ r 320.44' ---- . -'-r-'-_'-._-~ ~===~, -,--:---;--1------ Ltv1N FUTURE LMN 189662 LOT son (6 4.4 ACRES) • MAPlE STREET EXTENSION ROADWAY 64936 SQFT(1.5ACRES) COMMERCIAL --+ 95439 SOFT LOT (2.2 3 ACRES) COMMERCIAL LOT 2 117683 SOFT (2.7 ACRES)I---1I-+-<- COMMERCIAL LOT 1 48459 son (1.1 ACRES) s';';-RA-.. sccees .•. OASIS OF DEMl~S SOUTH LINE OF NORTHWEST 1/. WEST LAPORTE AVENUE SECTlON 10 (PUBL.IC RO.W. VARIES) ~ J\lT3 Trip Generation Size Code Use Rate AWDTE AM Peak Hour PM Peak Hour Trips Rate In Rate Out Rate In Rate Out 17 }) ? 72() '-i 0"_.L. 1 -- - MG'O\CAL Vtw(Al 38, 3b9 EQ l354- l.co9 73 O.fJ-O )<1 ~& 34- G(Q 83 OF r=-l e.~ tc.!!. F - 1-01\)(1 g~A)Ge - - I.-cJT , ~2(P PGiAIL IO.OJ53P 4tl. sz 444- 0· 7b B o.bo (p uq J2 I.SZ. IS- 710 Or;: PleG" 10.0 ttSF H.03 \10 1·37 lA- O.l C( J.. o. Z5"" 3 1.2:4 It.. LOT Z lID o r-PICe- 'O.O,~f If ·()3 110 I. -S7 14- 0.19 2- &.26 3 /.24. IZ. r-ar - 3 no L."r;gr JAJhU!3relAl. 9.564 {g.qi fo(P o.8l 8 O. t( I O.IZ I 0.8S" 8 K.sr- LOTS s-&cO 210 S· F. eGSI~AJ('Al ~-o9.52 47fo £9,1 q 10 D.?0 '1-'0 0.(0'3 32- (9. 37 1{3 v.V . .LOAh /!AvGF IZotP 64 '38 -:]1 105 SuB"('orAL- Io-rAL z.i5~C J 2.1 57 8!!f /5'4- SOME REsrOaNT'AL USE MAPLE. T~/r:ROM Eller Coosle ea rt h feet 4000 "kmi 1 TRIP DlSTR1BUTION A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/21/2014 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Taft Hill/Laporte S = straight L = left turn Time Northbound: Taft Hill Southbound: Taft Hill Total Eastbound: Laporte Westbound: Laporte 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 30 55 37 122 7 89 71 167 289 36 70 68 174 7 39 3 49 223 512 7:45 36 67 50 153 8 81 17 106 259 12 34 40 86 15 25 7 47 133 392 8:00 31 64 30 125 9 81 16 106 231 9 34 35 78 25 20 5 50 128 359 8:15 20 68 30 118 8 71 6 85 203 5 15 24 44 6 17 2 25 69 272 7:30-8:30 117 254 147 518 32 322 110 464 982 62 153 167 382 53 101 17 171 553 1535 PHF 0.81 0.93 0.74 0.85 0.89 0.9 0.39 0.69 0.43 0.55 0.61 0.55 0.53 0.65 0.61 0.86 0.75 4:30 28 71 30 129 5 81 6 92 221 17 42 42 101 32 23 10 65 166 387 4:45 25 87 28 140 6 68 3 77 217 25 35 30 90 38 31 5 74 164 381 5:00 24 58 29 111 5 90 8 103 214 22 38 41 101 55 26 14 95 196 410 5:15 24 71 29 124 9 67 13 89 213 20 36 44 100 57 47 8 112 212 425 4:30-5:30 101 287 116 504 25 306 30 361 865 84 151 157 392 182 127 37 346 738 1603 PHF 0.9 0.82 0.97 0.9 0.69 0.85 0.58 0.88 0.84 0.9 0.89 0.97 0.8 0.68 0.66 0.77 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/23/2015 Observer: Sue Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Laporte/Grandview-Driveway S = straight L = left turn Time Northbound: Grandview Southbound: Driveway Total Eastbound: Laporte Westbound: Laporte 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 4 0 0 4 1 0 0 1 5 0 77 10 87 0 54 0 54 141 146 7:45 5 0 1 6 1 0 0 1 7 0 114 20 134 4 78 0 82 216 223 8:00 10 0 0 10 0 0 2 2 12 0 94 18 112 1 110 0 111 223 235 8:15 11 0 5 16 1 0 0 1 17 1 115 12 128 1 80 0 81 209 226 7:30-8:30 30 0 6 36 3 0 2 5 41 1 400 60 461 6 322 0 328 789 830 PHF 0.68 n/a 0.3 0.56 0.75 n/a 0.25 0.63 0.25 0.87 0.75 0.86 0.38 0.73 n/a 0.74 0.88 4:30 10 0 0 10 1 0 0 1 11 1 79 6 86 0 122 0 122 208 219 4:45 16 1 0 17 0 0 0 0 17 0 89 15 104 0 99 0 99 203 220 5:00 24 0 1 25 0 0 1 1 26 0 67 10 77 0 121 2 123 200 226 5:15 17 0 1 18 0 0 0 0 18 1 64 8 73 1 127 0 128 201 219 4:30-5:30 67 1 2 70 1 0 1 2 72 2 299 39 340 1 469 2 472 812 884 PHF 0.7 0.25 0.5 0.7 0.25 n/a 0.25 0.5 0.5 0.84 0.65 0.82 0.25 0.92 0.25 0.92 0.98 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 62 173 167 76 145 24 117 254 166 37 322 110 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 73 204 7 89 171 0 138 299 103 44 379 33 Adj No. of Lanes 111111111111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 272 276 235 252 294 250 579 1170 994 587 965 820 Arrive On Green 0.06 0.15 0.15 0.07 0.16 0.00 0.07 0.63 0.63 0.52 0.52 0.52 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 979 1863 1583 Grp Volume(v), veh/h 73 204 7 89 171 0 138 299 103 44 379 33 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 979 1863 1583 Q Serve(g_s), s 3.1 9.4 0.3 3.7 7.7 0.0 3.0 6.4 2.3 2.0 11.1 0.9 Cycle Q Clear(g_c), s 3.1 9.4 0.3 3.7 7.7 0.0 3.0 6.4 2.3 2.0 11.1 0.9 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 272 276 235 252 294 250 579 1170 994 587 965 820 V/C Ratio(X) 0.27 0.74 0.03 0.35 0.58 0.00 0.24 0.26 0.10 0.07 0.39 0.04 Avail Cap(c_a), veh/h 326 486 413 288 486 413 621 1170 994 587 965 820 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.8 36.7 32.8 29.6 35.1 0.0 8.7 7.4 6.7 10.9 13.1 10.7 Incr Delay (d2), s/veh 0.5 3.9 0.1 0.8 1.8 0.0 0.2 0.5 0.2 0.2 1.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 5.2 0.2 1.9 4.1 0.0 1.5 3.4 1.1 0.6 6.0 0.4 LnGrp Delay(d),s/veh 30.3 40.5 32.8 30.5 37.0 0.0 8.9 7.9 6.9 11.2 14.3 10.8 LnGrp LOS CDCCD AAABBB Approach Vol, veh/h 284 260 540 456 Approach Delay, s/veh 37.7 34.7 8.0 13.8 Approach LOS D C A B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 9.9 52.1 9.1 18.8 62.0 8.3 19.7 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 31.5 7.0 22.5 43.5 7.0 22.5 Max Q Clear Time (g_c+I1), s 5.0 13.1 5.7 11.4 8.4 5.1 9.7 Green Ext Time (p_c), s 0.1 2.9 0.0 0.9 3.1 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 19.7 HCM 2010 LOS B Timing Report, Sorted By Phase Recent AM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 38 11 29 50 11 29 Maximum Split (%) 13.3% 42.2% 12.2% 32.2% 55.6% 12.2% 32.2% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 60 72 20 31 60 20 31 End Time (s) 72 20 31 60 20 31 60 Yield/Force Off (s) 67 13.5 27 53.5 13.5 27 53.5 Yield/Force Off 170(s) 67 1.5 27 43.5 89.5 27 39.5 Local Start Time (s) 40 52 0 11 40 0 11 Local Yield (s) 47 83.5 7 33.5 83.5 7 33.5 Local Yield 170(s) 47 71.5 7 23.5 69.5 7 19.5 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 20 (22%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 Signalized Intersection Summary Recent PM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 84 155 157 197 168 55 101 287 119 25 306 30 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 89 165 16 210 179 0 107 305 72 27 326 0 Adj No. of Lanes 111111111111 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 286 235 200 312 304 258 618 1157 984 601 976 830 Arrive On Green 0.07 0.13 0.13 0.11 0.16 0.00 0.06 0.62 0.62 0.52 0.52 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 1002 1863 1583 Grp Volume(v), veh/h 89 165 16 210 179 0 107 305 72 27 326 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1002 1863 1583 Q Serve(g_s), s 4.0 8.1 0.8 9.5 8.5 0.0 2.4 7.0 1.7 1.3 9.6 0.0 Cycle Q Clear(g_c), s 4.0 8.1 0.8 9.5 8.5 0.0 2.4 7.0 1.7 1.3 9.6 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 286 235 200 312 304 258 618 1157 984 601 976 830 V/C Ratio(X) 0.31 0.70 0.08 0.67 0.59 0.00 0.17 0.26 0.07 0.04 0.33 0.00 Avail Cap(c_a), veh/h 314 461 392 312 500 425 669 1157 984 601 976 830 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.6 39.8 36.7 30.8 36.8 0.0 8.9 8.1 7.1 11.1 13.0 0.0 Incr Delay (d2), s/veh 0.6 3.8 0.2 5.6 1.8 0.0 0.1 0.6 0.1 0.1 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 4.4 0.4 5.1 4.5 0.0 1.2 3.7 0.8 0.4 5.1 0.0 LnGrp Delay(d),s/veh 33.2 43.6 36.8 36.4 38.6 0.0 9.0 8.7 7.3 11.2 14.0 0.0 LnGrp LOS CDDDD AAABB Approach Vol, veh/h 270 389 484 353 Approach Delay, s/veh 39.8 37.4 8.6 13.7 Approach LOS D D A B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 9.2 55.3 13.0 17.5 64.5 9.5 21.0 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 34.5 9.0 22.5 46.5 7.0 24.5 Max Q Clear Time (g_c+I1), s 4.4 11.6 11.5 10.1 9.0 6.0 10.5 Green Ext Time (p_c), s 0.1 2.4 0.0 0.9 2.5 0.0 0.9 Intersection Summary HCM 2010 Ctrl Delay 22.9 HCM 2010 LOS C Timing Report, Sorted By Phase Recent PM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 41 13 29 53 11 31 Maximum Split (%) 12.6% 43.2% 13.7% 30.5% 55.8% 11.6% 32.6% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 93 10 51 64 93 51 62 End Time (s) 10 51 64 93 51 62 93 Yield/Force Off (s) 5 44.5 60 86.5 44.5 58 86.5 Yield/Force Off 170(s) 5 32.5 60 76.5 30.5 58 72.5 Local Start Time (s) 42 54 0 13 42 0 11 Local Yield (s) 49 88.5 9 35.5 88.5 7 35.5 Local Yield 170(s) 49 76.5 9 25.5 74.5 7 21.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 TWSC Recent AM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 363 54 6 255 0 24 0 6 3 0 2 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 - - - - - - - - - - - - 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 1 412 61 7 290 0 27 0 7 3 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 290 0 0 474 0 0 750 748 443 752 779 290 Stage 1 - - - - - - 445 445 - 303 303 - Stage 2 - - - - - - 305 303 - 449 476 - 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 1272 - - 1088 - - 328 341 615 327 327 749 Stage 1 - - - - - - 592 575 - 706 664 - Stage 2 - - - - - - 705 664 - 589 557 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1272 - - 1088 - - 325 338 615 321 324 749 Mov Cap-2 Maneuver - - - - - - 325 338 - 321 324 - Stage 1 - - - - - - 591 574 - 705 659 - Stage 2 - - - - - - 697 659 - 582 556 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 16.1 13.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 359 1272 - - 1088 - - 416 HCM Lane V/C Ratio 0.095 0.001 - - 0.006 - - 0.014 HCM Control Delay (s) 16.1 7.8 0 - 8.3 0 - 13.8 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0 - - 0 Lanes and Geometrics Recent AM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 Synchro 9 Light Report Delich Associates recent am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 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 0.983 0.972 0.946 Flt Protected 0.999 0.962 0.971 Satd. Flow (prot) 0 1831 0 0 1861 0 0 1742 0 0 1711 0 Flt Permitted 0.999 0.962 0.971 Satd. Flow (perm) 0 1831 0 0 1861 0 0 1742 0 0 1711 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 616 254 235 Travel Time (s) 29.9 14.0 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 293 38 1 403 2 58 1 2 1 0 1 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 - - - - - - - - - - - - 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 2 299 39 1 411 2 59 1 2 1 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 413 0 0 338 0 0 737 737 318 738 756 412 Stage 1 - - - - - - 322 322 - 414 414 - Stage 2 - - - - - - 415 415 - 324 342 - 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 1146 - - 1221 - - 334 346 723 334 337 640 Stage 1 - - - - - - 690 651 - 616 593 - Stage 2 - - - - - - 615 592 - 688 638 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1146 - - 1221 - - 333 345 723 332 336 640 Mov Cap-2 Maneuver - - - - - - 333 345 - 332 336 - Stage 1 - - - - - - 689 650 - 615 592 - Stage 2 - - - - - - 613 591 - 684 637 - Approach EB WB NB SB HCM Control Delay, s 0 0 18 13.3 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 339 1146 - - 1221 - - 437 HCM Lane V/C Ratio 0.184 0.002 - - 0.001 - - 0.005 HCM Control Delay (s) 18 8.1 0 - 8 0 - 13.3 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 0.7 0 - - 0 - - 0 Lanes and Geometrics Recent PM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 Synchro 9 Light Report Delich Associates recent pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 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 0.985 0.999 0.996 0.932 Flt Protected 0.955 0.976 Satd. Flow (prot) 0 1835 0 0 1861 0 0 1772 0 0 1694 0 Flt Permitted 0.955 0.976 Satd. Flow (perm) 0 1835 0 0 1861 0 0 1772 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 616 254 235 Travel Time (s) 29.9 14.0 5.8 5.3 Intersection Summary Area Type: Other UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment APPENDIX D 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 35 VPH AM 980 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1085 VPH NB PM 70 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE TOTAL PEAK HOUR WARRANT AT LAPORTE/GRANDVIEW 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 NB AM 35 VPH AM 980 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1085 VPH NB PM 70 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 35 VPH AM 980 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1085 VPH NB PM 70 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 AM 95 VPH AM 960 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1040 VPH SB PM 165 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE TOTAL PEAK HOUR WARRANT AT LAPORTE/SALUD 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 AM 95 VPH AM 960 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1040 VPH SB PM 165 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 95 VPH AM 960 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1040 VPH SB PM 165 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: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 68 191 184 84 160 26 129 280 183 41 356 121 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 80 225 10 99 188 0 152 329 111 48 419 42 Adj No. of Lanes 111111111111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 283 298 253 260 318 270 530 1139 968 549 924 785 Arrive On Green 0.06 0.16 0.16 0.07 0.17 0.00 0.07 0.61 0.61 0.50 0.50 0.50 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 945 1863 1583 Grp Volume(v), veh/h 80 225 10 99 188 0 152 329 111 48 419 42 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 945 1863 1583 Q Serve(g_s), s 3.3 10.4 0.5 4.1 8.4 0.0 3.5 7.5 2.6 2.4 13.2 1.2 Cycle Q Clear(g_c), s 3.3 10.4 0.5 4.1 8.4 0.0 3.5 7.5 2.6 2.4 13.2 1.2 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 283 298 253 260 318 270 530 1139 968 549 924 785 V/C Ratio(X) 0.28 0.76 0.04 0.38 0.59 0.00 0.29 0.29 0.11 0.09 0.45 0.05 Avail Cap(c_a), veh/h 330 486 413 288 486 413 562 1139 968 549 924 785 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.8 36.1 32.0 28.7 34.4 0.0 9.8 8.3 7.3 12.0 14.8 11.7 Incr Delay (d2), s/veh 0.5 3.9 0.1 0.9 1.8 0.0 0.3 0.6 0.2 0.3 1.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 5.6 0.2 2.0 4.4 0.0 1.7 4.0 1.2 0.7 7.2 0.6 LnGrp Delay(d),s/veh 29.4 40.0 32.0 29.6 36.2 0.0 10.1 8.9 7.5 12.4 16.4 11.9 LnGrp LOS CDCCD BAABBB Approach Vol, veh/h 315 287 592 509 Approach Delay, s/veh 37.1 33.9 9.0 15.6 Approach LOS D C A B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 10.4 50.1 9.6 19.9 60.5 8.6 20.9 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 31.5 7.0 22.5 43.5 7.0 22.5 Max Q Clear Time (g_c+I1), s 5.5 15.2 6.1 12.4 9.5 5.3 10.4 Green Ext Time (p_c), s 0.1 3.1 0.0 1.0 3.5 0.0 1.1 Intersection Summary HCM 2010 Ctrl Delay 20.4 HCM 2010 LOS C Timing Report, Sorted By Phase Short Bkgrd AM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 38 11 29 50 11 29 Maximum Split (%) 13.3% 42.2% 12.2% 32.2% 55.6% 12.2% 32.2% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 60 72 20 31 60 20 31 End Time (s) 72 20 31 60 20 31 60 Yield/Force Off (s) 67 13.5 27 53.5 13.5 27 53.5 Yield/Force Off 170(s) 67 1.5 27 43.5 89.5 27 39.5 Local Start Time (s) 40 52 0 11 40 0 11 Local Yield (s) 47 83.5 7 33.5 83.5 7 33.5 Local Yield 170(s) 47 71.5 7 23.5 69.5 7 19.5 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 20 (22%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 93 171 173 218 185 61 112 317 131 28 338 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 99 182 19 232 197 0 119 337 77 30 360 0 Adj No. of Lanes 111111111111 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 288 253 215 312 312 265 581 1140 969 570 950 808 Arrive On Green 0.07 0.14 0.14 0.11 0.17 0.00 0.06 0.61 0.61 0.51 0.51 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 968 1863 1583 Grp Volume(v), veh/h 99 182 19 232 197 0 119 337 77 30 360 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 968 1863 1583 Q Serve(g_s), s 4.4 8.9 1.0 10.0 9.4 0.0 2.8 8.1 1.9 1.5 11.1 0.0 Cycle Q Clear(g_c), s 4.4 8.9 1.0 10.0 9.4 0.0 2.8 8.1 1.9 1.5 11.1 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 288 253 215 312 312 265 581 1140 969 570 950 808 V/C Ratio(X) 0.34 0.72 0.09 0.74 0.63 0.00 0.20 0.30 0.08 0.05 0.38 0.00 Avail Cap(c_a), veh/h 307 461 392 312 500 425 625 1140 969 570 950 808 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.7 39.3 35.9 31.1 36.8 0.0 9.6 8.7 7.5 11.8 14.1 0.0 Incr Delay (d2), s/veh 0.7 3.9 0.2 9.3 2.1 0.0 0.2 0.7 0.2 0.2 1.1 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 2.2 4.8 0.4 1.9 5.0 0.0 1.4 4.3 0.9 0.4 6.0 0.0 LnGrp Delay(d),s/veh 32.4 43.2 36.1 40.3 38.9 0.0 9.7 9.4 7.7 11.9 15.3 0.0 LnGrp LOS CDDDD AAABB Approach Vol, veh/h 300 429 533 390 Approach Delay, s/veh 39.2 39.7 9.2 15.0 Approach LOS D D A B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 9.6 54.0 13.0 18.4 63.6 10.0 21.4 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 34.5 9.0 22.5 46.5 7.0 24.5 Max Q Clear Time (g_c+I1), s 4.8 13.1 12.0 10.9 10.1 6.4 11.4 Green Ext Time (p_c), s 0.1 2.7 0.0 1.0 2.8 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 23.9 HCM 2010 LOS C Timing Report, Sorted By Phase Short Bkgrd PM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 41 13 29 53 11 31 Maximum Split (%) 12.6% 43.2% 13.7% 30.5% 55.8% 11.6% 32.6% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 93 10 51 64 93 51 62 End Time (s) 10 51 64 93 51 62 93 Yield/Force Off (s) 5 44.5 60 86.5 44.5 58 86.5 Yield/Force Off 170(s) 5 32.5 60 76.5 30.5 58 72.5 Local Start Time (s) 42 54 0 13 42 0 11 Local Yield (s) 49 88.5 9 35.5 88.5 7 35.5 Local Yield 170(s) 49 76.5 9 25.5 74.5 7 21.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 TWSC Short Bkgrd AM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 401 60 7 282 0 26 0 7 3 0 2 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 - - - - - - - - - - - - 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 1 456 68 8 320 0 30 0 8 3 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 320 0 0 524 0 0 830 828 490 832 862 320 Stage 1 - - - - - - 492 492 - 336 336 - Stage 2 - - - - - - 338 336 - 496 526 - 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 1240 - - 1043 - - 289 306 578 288 293 721 Stage 1 - - - - - - 558 548 - 678 642 - Stage 2 - - - - - - 676 642 - 556 529 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1240 - - 1043 - - 286 303 578 282 290 721 Mov Cap-2 Maneuver - - - - - - 286 303 - 282 290 - Stage 1 - - - - - - 557 547 - 677 636 - Stage 2 - - - - - - 668 636 - 548 528 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 17.7 14.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 320 1240 - - 1043 - - 373 HCM Lane V/C Ratio 0.117 0.001 - - 0.008 - - 0.015 HCM Control Delay (s) 17.7 7.9 0 - 8.5 0 - 14.8 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0 Lanes and Geometrics Short Bkgrd AM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 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) 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 0.983 0.972 0.946 Flt Protected 0.999 0.962 0.971 Satd. Flow (prot) 0 1831 0 0 1861 0 0 1742 0 0 1711 0 Flt Permitted 0.999 0.962 0.971 Satd. Flow (perm) 0 1831 0 0 1861 0 0 1742 0 0 1711 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 616 254 235 Travel Time (s) 29.9 14.0 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 323 42 1 445 2 64 1 2 1 0 1 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 - - - - - - - - - - - - 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 2 330 43 1 454 2 65 1 2 1 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 456 0 0 372 0 0 813 813 351 814 834 455 Stage 1 - - - - - - 355 355 - 457 457 - Stage 2 - - - - - - 458 458 - 357 377 - 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 1105 - - 1186 - - 297 313 692 297 304 605 Stage 1 - - - - - - 662 630 - 583 568 - Stage 2 - - - - - - 583 567 - 661 616 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1105 - - 1186 - - 296 312 692 295 303 605 Mov Cap-2 Maneuver - - - - - - 296 312 - 295 303 - Stage 1 - - - - - - 661 629 - 582 567 - Stage 2 - - - - - - 581 566 - 657 615 - Approach EB WB NB SB HCM Control Delay, s 0 0 20.4 14.1 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 301 1105 - - 1186 - - 397 HCM Lane V/C Ratio 0.227 0.002 - - 0.001 - - 0.005 HCM Control Delay (s) 20.4 8.3 0 - 8 0 - 14.1 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 0.9 0 - - 0 - - 0 Lanes and Geometrics Short Bkgrd PM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 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) 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 0.985 0.999 0.996 0.932 Flt Protected 0.954 0.976 Satd. Flow (prot) 0 1835 0 0 1861 0 0 1770 0 0 1694 0 Flt Permitted 0.954 0.976 Satd. Flow (perm) 0 1835 0 0 1861 0 0 1770 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 616 254 235 Travel Time (s) 29.9 14.0 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 6: Grandview/Driveway & Laporte With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates sb am req geo.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 401 60 7 282 0 26 0 7 3 0 2 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 100 - 100 75 - - - - - - - - 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 1 456 68 8 320 0 30 0 8 3 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 320 0 0 456 0 0 796 794 456 798 794 320 Stage 1 - - - - - - 458 458 - 336 336 - Stage 2 - - - - - - 338 336 - 462 458 - 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 1240 - - 1105 - - 305 321 604 304 321 721 Stage 1 - - - - - - 583 567 - 678 642 - Stage 2 - - - - - - 676 642 - 580 567 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1240 - - 1105 - - 302 318 604 298 318 721 Mov Cap-2 Maneuver - - - - - - 302 318 - 298 318 - Stage 1 - - - - - - 583 567 - 677 637 - Stage 2 - - - - - - 669 637 - 572 567 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 17 14.4 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 338 1240 - - 1105 - - 389 HCM Lane V/C Ratio 0.111 0.001 - - 0.007 - - 0.015 HCM Control Delay (s) 17 7.9 - - 8.3 - - 14.4 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0 Lanes and Geometrics Short Bkgrd AM 6: Grandview/Driveway & Laporte With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates sb am req geo.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 75 0 0 0 0 0 Storage Lanes 1 1 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 0.850 0.972 0.946 Flt Protected 0.950 0.950 0.962 0.971 Satd. Flow (prot) 1770 1863 1583 1770 1863 0 0 1742 0 0 1711 0 Flt Permitted 0.950 0.950 0.962 0.971 Satd. Flow (perm) 1770 1863 1583 1770 1863 0 0 1742 0 0 1711 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 616 254 235 Travel Time (s) 29.9 14.0 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Grandview/Driveway & Laporte With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates sb pm req geo.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 323 42 1 445 2 64 1 2 1 0 1 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 100 - 100 75 - - - - - - - - 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 2 330 43 1 454 2 65 1 2 1 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 456 0 0 330 0 0 792 792 330 792 791 455 Stage 1 - - - - - - 334 334 - 457 457 - Stage 2 - - - - - - 458 458 - 335 334 - 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 1105 - - 1229 - - 307 322 712 307 322 605 Stage 1 - - - - - - 680 643 - 583 568 - Stage 2 - - - - - - 583 567 - 679 643 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1105 - - 1229 - - 306 321 712 305 321 605 Mov Cap-2 Maneuver - - - - - - 306 321 - 305 321 - Stage 1 - - - - - - 679 642 - 582 568 - Stage 2 - - - - - - 582 567 - 675 642 - Approach EB WB NB SB HCM Control Delay, s 0 0 19.7 13.9 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 312 1105 - - 1229 - - 406 HCM Lane V/C Ratio 0.219 0.002 - - 0.001 - - 0.005 HCM Control Delay (s) 19.7 8.3 - - 7.9 - - 13.9 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.8 0 - - 0 - - 0 Lanes and Geometrics Short Bkgrd PM 6: Grandview/Driveway & Laporte With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates sb pm req geo.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 75 0 0 0 0 0 Storage Lanes 1 1 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 0.850 0.999 0.996 0.932 Flt Protected 0.950 0.950 0.954 0.976 Satd. Flow (prot) 1770 1863 1583 1770 1861 0 0 1770 0 0 1694 0 Flt Permitted 0.950 0.950 0.954 0.976 Satd. Flow (perm) 1770 1863 1583 1770 1861 0 0 1770 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 616 254 235 Travel Time (s) 29.9 14.0 5.8 5.3 Intersection Summary Area Type: Other APPENDIX F HCM 2010 Signalized Intersection Summary Long Bkgrd AM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 90 245 250 105 210 30 175 375 220 50 480 165 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 95 258 42 111 221 0 184 395 130 53 505 70 Adj No. of Lanes 111111111111 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 294 333 283 269 349 296 443 1094 930 482 856 728 Arrive On Green 0.07 0.18 0.18 0.08 0.19 0.00 0.08 0.59 0.59 0.46 0.46 0.46 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 874 1863 1583 Grp Volume(v), veh/h 95 258 42 111 221 0 184 395 130 53 505 70 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 874 1863 1583 Q Serve(g_s), s 3.8 11.9 2.0 4.5 9.8 0.0 4.5 10.0 3.3 3.1 18.1 2.2 Cycle Q Clear(g_c), s 3.8 11.9 2.0 4.5 9.8 0.0 4.5 10.0 3.3 3.1 18.1 2.2 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 294 333 283 269 349 296 443 1094 930 482 856 728 V/C Ratio(X) 0.32 0.78 0.15 0.41 0.63 0.00 0.41 0.36 0.14 0.11 0.59 0.10 Avail Cap(c_a), veh/h 327 486 413 288 486 413 454 1094 930 482 856 728 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.3 35.2 31.2 27.4 33.7 0.0 12.4 9.7 8.4 14.0 18.0 13.7 Incr Delay (d2), s/veh 0.6 4.7 0.2 1.0 1.9 0.0 0.6 0.9 0.3 0.5 3.0 0.3 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 1.9 6.5 0.9 2.2 5.2 0.0 2.3 5.3 1.5 0.8 10.0 1.0 LnGrp Delay(d),s/veh 28.0 40.0 31.4 28.4 35.7 0.0 13.0 10.7 8.7 14.4 21.0 14.0 LnGrp LOS CDCCD BBABCB Approach Vol, veh/h 395 332 709 628 Approach Delay, s/veh 36.2 33.2 10.9 19.7 Approach LOS D C B B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 11.5 46.9 10.1 21.6 58.4 9.3 22.3 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 31.5 7.0 22.5 43.5 7.0 22.5 Max Q Clear Time (g_c+I1), s 6.5 20.1 6.5 13.9 12.0 5.8 11.8 Green Ext Time (p_c), s 0.0 3.5 0.0 1.2 4.5 0.0 1.3 Intersection Summary HCM 2010 Ctrl Delay 22.0 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd AM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 38 11 29 50 11 29 Maximum Split (%) 13.3% 42.2% 12.2% 32.2% 55.6% 12.2% 32.2% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 60 72 20 31 60 20 31 End Time (s) 72 20 31 60 20 31 60 Yield/Force Off (s) 67 13.5 27 53.5 13.5 27 53.5 Yield/Force Off 170(s) 67 1.5 27 43.5 89.5 27 39.5 Local Start Time (s) 40 52 0 11 40 0 11 Local Yield (s) 47 83.5 7 33.5 83.5 7 33.5 Local Yield 170(s) 47 71.5 7 23.5 69.5 7 19.5 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 20 (22%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 Signalized Intersection Summary Long Bkgrd PM 3: Taft Hill & Laporte Salud Family Health 10/21/2015 Synchro 9 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 125 225 235 265 240 75 150 425 160 30 455 45 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 132 237 36 279 253 0 158 447 87 32 479 0 Adj No. of Lanes 111111111111 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 318 308 262 348 386 328 437 1045 888 442 829 705 Arrive On Green 0.08 0.17 0.17 0.13 0.21 0.00 0.07 0.56 0.56 0.45 0.45 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 867 1863 1583 Grp Volume(v), veh/h 132 237 36 279 253 0 158 447 87 32 479 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 867 1863 1583 Q Serve(g_s), s 5.7 11.6 1.8 12.0 11.8 0.0 4.3 13.2 2.4 2.1 18.2 0.0 Cycle Q Clear(g_c), s 5.7 11.6 1.8 12.0 11.8 0.0 4.3 13.2 2.4 4.3 18.2 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 318 308 262 348 386 328 437 1045 888 442 829 705 V/C Ratio(X) 0.41 0.77 0.14 0.80 0.65 0.00 0.36 0.43 0.10 0.07 0.58 0.00 Avail Cap(c_a), veh/h 318 441 375 348 520 442 437 1045 888 442 829 705 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 29.3 37.9 33.9 28.1 34.5 0.0 13.6 12.0 9.7 16.5 19.7 0.0 Incr Delay (d2), s/veh 0.9 5.1 0.2 12.6 1.9 0.0 0.5 1.3 0.2 0.3 2.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 6.4 0.8 7.1 6.2 0.0 2.1 7.1 1.1 0.5 10.0 0.0 LnGrp Delay(d),s/veh 30.1 43.0 34.1 40.7 36.4 0.0 14.1 13.3 9.9 16.8 22.6 0.0 LnGrp LOS CDCDD BBABC Approach Vol, veh/h 405 532 692 511 Approach Delay, s/veh 38.0 38.7 13.1 22.2 Approach LOS D D B C Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 11.0 47.8 15.0 21.2 58.8 11.0 25.2 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 6.0 34.5 11.0 21.5 45.5 7.0 25.5 Max Q Clear Time (g_c+I1), s 6.3 20.2 14.0 13.6 15.2 7.7 13.8 Green Ext Time (p_c), s 0.0 3.4 0.0 1.1 3.9 0.0 1.4 Intersection Summary HCM 2010 Ctrl Delay 26.4 HCM 2010 LOS C Timing Report, Sorted By Phase Long Bkgrd PM 3: Taft Hill & Laporte Salud Family Health 10/21/2015 Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 41 15 28 52 11 32 Maximum Split (%) 11.6% 43.2% 15.8% 29.5% 54.7% 11.6% 33.7% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 63 74 20 35 63 20 31 End Time (s) 74 20 35 63 20 31 63 Yield/Force Off (s) 69 13.5 31 56.5 13.5 27 56.5 Yield/Force Off 170(s) 69 1.5 31 46.5 94.5 27 42.5 Local Start Time (s) 43 54 0 15 43 0 11 Local Yield (s) 49 88.5 11 36.5 88.5 7 36.5 Local Yield 170(s) 49 76.5 11 26.5 74.5 7 22.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 20 (21%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 TWSC Long Bkgrd AM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 490 60 10 350 5 25 0 10 5 0 5 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 200 - 100 75 - - - - - - - - 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 5 516 63 11 368 5 26 0 11 5 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 374 0 0 516 0 0 921 921 516 924 918 371 Stage 1 - - - - - - 526 526 - 392 392 - Stage 2 - - - - - - 395 395 - 532 526 - 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 1184 - - 1050 - - 251 270 559 250 272 675 Stage 1 - - - - - - 535 529 - 633 606 - Stage 2 - - - - - - 630 605 - 531 529 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1184 - - 1050 - - 246 266 559 243 268 675 Mov Cap-2 Maneuver - - - - - - 246 266 - 243 268 - Stage 1 - - - - - - 533 527 - 630 600 - Stage 2 - - - - - - 619 599 - 519 527 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.2 19 15.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 293 1184 - - 1050 - - 357 HCM Lane V/C Ratio 0.126 0.004 - - 0.01 - - 0.029 HCM Control Delay (s) 19 8.1 - - 8.5 - - 15.4 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0.1 Lanes and Geometrics Long Bkgrd AM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 200 100 75 0 0 0 0 0 Storage Lanes 1 1 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 0.850 0.998 0.960 0.932 Flt Protected 0.950 0.950 0.966 0.976 Satd. Flow (prot) 1770 1863 1583 1770 1859 0 0 1727 0 0 1694 0 Flt Permitted 0.950 0.950 0.966 0.976 Satd. Flow (perm) 1770 1863 1583 1770 1859 0 0 1727 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 204 254 235 Travel Time (s) 29.9 4.6 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 405 40 5 555 5 65 0 5 5 0 5 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 200 - 100 75 - - - - - - - - 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 5 413 41 5 566 5 66 0 5 5 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 571 0 0 413 0 0 1005 1005 413 1005 1002 569 Stage 1 - - - - - - 423 423 - 579 579 - Stage 2 - - - - - - 582 582 - 426 423 - 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 1002 - - 1146 - - 220 241 639 220 242 522 Stage 1 - - - - - - 609 588 - 501 501 - Stage 2 - - - - - - 499 499 - 606 588 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1002 - - 1146 - - 216 239 639 217 240 522 Mov Cap-2 Maneuver - - - - - - 216 239 - 217 240 - Stage 1 - - - - - - 606 585 - 499 499 - Stage 2 - - - - - - 492 497 - 598 585 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 28 17.1 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 227 1002 - - 1146 - - 307 HCM Lane V/C Ratio 0.315 0.005 - - 0.004 - - 0.033 HCM Control Delay (s) 28 8.6 - - 8.2 - - 17.1 HCM Lane LOS D A - - A - - C HCM 95th %tile Q(veh) 1.3 0 - - 0 - - 0.1 Lanes and Geometrics Long Bkgrd PM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 200 100 75 0 0 0 0 0 Storage Lanes 1 1 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 0.850 0.999 0.990 0.932 Flt Protected 0.950 0.950 0.956 0.976 Satd. Flow (prot) 1770 1863 1583 1770 1861 0 0 1763 0 0 1694 0 Flt Permitted 0.950 0.950 0.956 0.976 Satd. Flow (perm) 1770 1863 1583 1770 1861 0 0 1763 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 204 254 235 Travel Time (s) 29.9 4.6 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd AM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 30 475 330 0 0 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 75 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 500 347 0 0 37 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 347 0 - 0 910 347 Stage 1 - - - - 347 - Stage 2 - - - - 563 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1212 - - - 305 696 Stage 1 - - - - 716 - Stage 2 - - - - 570 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1212 - - - 297 696 Mov Cap-2 Maneuver - - - - 297 - Stage 1 - - - - 716 - Stage 2 - - - - 555 - Approach EB WB SB HCM Control Delay, s 0.5 0 10.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1212 - - - 696 HCM Lane V/C Ratio 0.026 - - - 0.053 HCM Control Delay (s) 8.1 - - - 10.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.2 Lanes and Geometrics Long Bkgrd AM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb am.syn Lane Group EBL EBT WBT WBR SBL 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) 75 100 0 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 0.865 Flt Protected 0.950 Satd. Flow (prot) 1770 1863 1863 0 1611 0 Flt Permitted 0.950 Satd. Flow (perm) 1770 1863 1863 0 1611 0 Link Speed (mph) 30 30 30 Link Distance (ft) 204 412 205 Travel Time (s) 4.6 9.4 4.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Bkgrd PM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 20 395 550 0 0 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 75 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 0 2 2 2 2 2 Mvmt Flow 20 403 561 0 0 15 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 561 0 - 0 1005 561 Stage 1 - - - - 561 - Stage 2 - - - - 444 - Critical Hdwy 4.1 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.2 - - - 3.518 3.318 Pot Cap-1 Maneuver 1020 - - - 268 527 Stage 1 - - - - 571 - Stage 2 - - - - 646 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1020 - - - 263 527 Mov Cap-2 Maneuver - - - - 263 - Stage 1 - - - - 571 - Stage 2 - - - - 633 - Approach EB WB SB HCM Control Delay, s 0.4 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1020 - - - 527 HCM Lane V/C Ratio 0.02 - - - 0.029 HCM Control Delay (s) 8.6 - - - 12 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.1 Lanes and Geometrics Long Bkgrd PM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lb pm.syn Lane Group EBL EBT WBT WBR SBL 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) 75 100 0 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 0.865 Flt Protected 0.950 Satd. Flow (prot) 1805 1863 1863 0 1611 0 Flt Permitted 0.950 Satd. Flow (perm) 1805 1863 1863 0 1611 0 Link Speed (mph) 30 30 30 Link Distance (ft) 204 412 205 Travel Time (s) 4.6 9.4 4.7 Intersection Summary Area Type: Other APPENDIX G HCM 2010 Signalized Intersection Summary Short Total AM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 68 195 184 88 161 27 129 280 198 44 356 121 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 80 229 10 104 189 0 152 329 120 52 419 42 Adj No. of Lanes 111111111111 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 288 302 256 265 327 278 525 1130 961 540 914 777 Arrive On Green 0.06 0.16 0.16 0.08 0.18 0.00 0.07 0.61 0.61 0.49 0.49 0.49 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 937 1863 1583 Grp Volume(v), veh/h 80 229 10 104 189 0 152 329 120 52 419 42 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 937 1863 1583 Q Serve(g_s), s 3.3 10.6 0.5 4.3 8.4 0.0 3.5 7.6 2.9 2.7 13.3 1.2 Cycle Q Clear(g_c), s 3.3 10.6 0.5 4.3 8.4 0.0 3.5 7.6 2.9 2.7 13.3 1.2 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 288 302 256 265 327 278 525 1130 961 540 914 777 V/C Ratio(X) 0.28 0.76 0.04 0.39 0.58 0.00 0.29 0.29 0.12 0.10 0.46 0.05 Avail Cap(c_a), veh/h 336 486 413 288 486 413 556 1130 961 540 914 777 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.7 36.0 31.8 28.3 34.1 0.0 10.0 8.4 7.5 12.4 15.1 12.0 Incr Delay (d2), s/veh 0.5 3.9 0.1 0.9 1.6 0.0 0.3 0.7 0.3 0.4 1.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 5.7 0.2 2.1 4.5 0.0 1.7 4.0 1.3 0.7 7.2 0.6 LnGrp Delay(d),s/veh 29.2 40.0 31.9 29.3 35.7 0.0 10.3 9.1 7.8 12.7 16.7 12.1 LnGrp LOS CDCCD BAABBB Approach Vol, veh/h 319 293 601 513 Approach Delay, s/veh 37.0 33.4 9.2 15.9 Approach LOS D C A B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 10.4 49.7 9.8 20.1 60.1 8.6 21.3 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 31.5 7.0 22.5 43.5 7.0 22.5 Max Q Clear Time (g_c+I1), s 5.5 15.3 6.3 12.6 9.6 5.3 10.4 Green Ext Time (p_c), s 0.1 3.2 0.0 1.0 3.6 0.0 1.1 Intersection Summary HCM 2010 Ctrl Delay 20.4 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total AM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 38 11 29 50 11 29 Maximum Split (%) 13.3% 42.2% 12.2% 32.2% 55.6% 12.2% 32.2% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 60 72 20 31 60 20 31 End Time (s) 72 20 31 60 20 31 60 Yield/Force Off (s) 67 13.5 27 53.5 13.5 27 53.5 Yield/Force Off 170(s) 67 1.5 27 43.5 89.5 27 39.5 Local Start Time (s) 40 52 0 11 40 0 11 Local Yield (s) 47 83.5 7 33.5 83.5 7 33.5 Local Yield 170(s) 47 71.5 7 23.5 69.5 7 19.5 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 20 (22%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 Signalized Intersection Summary Short Total PM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 93 173 173 236 190 65 112 317 138 29 338 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 99 184 19 251 202 0 119 337 81 31 360 0 Adj No. of Lanes 111111111111 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 285 255 217 312 314 267 579 1137 967 567 948 806 Arrive On Green 0.07 0.14 0.14 0.11 0.17 0.00 0.06 0.61 0.61 0.51 0.51 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 965 1863 1583 Grp Volume(v), veh/h 99 184 19 251 202 0 119 337 81 31 360 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 965 1863 1583 Q Serve(g_s), s 4.4 9.0 1.0 10.0 9.6 0.0 2.8 8.2 2.0 1.5 11.2 0.0 Cycle Q Clear(g_c), s 4.4 9.0 1.0 10.0 9.6 0.0 2.8 8.2 2.0 1.5 11.2 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 285 255 217 312 314 267 579 1137 967 567 948 806 V/C Ratio(X) 0.35 0.72 0.09 0.80 0.64 0.00 0.21 0.30 0.08 0.05 0.38 0.00 Avail Cap(c_a), veh/h 305 461 392 312 500 425 623 1137 967 567 948 806 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.6 39.3 35.8 32.2 36.8 0.0 9.6 8.8 7.6 11.8 14.2 0.0 Incr Delay (d2), s/veh 0.7 3.8 0.2 14.2 2.2 0.0 0.2 0.7 0.2 0.2 1.2 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 2.2 4.9 0.4 2.9 5.1 0.0 1.4 4.3 0.9 0.4 6.0 0.0 LnGrp Delay(d),s/veh 32.4 43.1 36.0 46.4 39.0 0.0 9.8 9.5 7.8 12.0 15.4 0.0 LnGrp LOS CDDDD AAABB Approach Vol, veh/h 302 453 537 391 Approach Delay, s/veh 39.1 43.1 9.3 15.1 Approach LOS D D A B Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 9.7 53.9 13.0 18.5 63.5 10.0 21.5 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 34.5 9.0 22.5 46.5 7.0 24.5 Max Q Clear Time (g_c+I1), s 4.8 13.2 12.0 11.0 10.2 6.4 11.6 Green Ext Time (p_c), s 0.1 2.7 0.0 1.0 2.9 0.0 1.1 Intersection Summary HCM 2010 Ctrl Delay 25.1 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total PM 3: Taft Hill & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 41 13 29 53 11 31 Maximum Split (%) 12.6% 43.2% 13.7% 30.5% 55.8% 11.6% 32.6% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 93 10 51 64 93 51 62 End Time (s) 10 51 64 93 51 62 93 Yield/Force Off (s) 5 44.5 60 86.5 44.5 58 86.5 Yield/Force Off 170(s) 5 32.5 60 76.5 30.5 58 72.5 Local Start Time (s) 42 54 0 13 42 0 11 Local Yield (s) 49 88.5 9 35.5 88.5 7 35.5 Local Yield 170(s) 49 76.5 9 25.5 74.5 7 21.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 TWSC Short Total AM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 423 60 7 288 0 26 0 7 3 0 2 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 - - - - - - - - - - - - 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 1 481 68 8 327 0 30 0 8 3 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 327 0 0 549 0 0 861 860 515 864 894 327 Stage 1 - - - - - - 517 517 - 343 343 - Stage 2 - - - - - - 344 343 - 521 551 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1233 - - 1021 - - 276 294 560 274 280 714 Stage 1 - - - - - - 541 534 - 672 637 - Stage 2 - - - - - - 671 637 - 539 515 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1233 - - 1021 - - 273 291 560 268 277 714 Mov Cap-2 Maneuver - - - - - - 273 291 - 268 277 - Stage 1 - - - - - - 540 533 - 671 631 - Stage 2 - - - - - - 662 631 - 531 514 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 18.4 15.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 306 1233 - - 1021 - - 357 HCM Lane V/C Ratio 0.123 0.001 - - 0.008 - - 0.016 HCM Control Delay (s) 18.4 7.9 0 - 8.6 0 - 15.2 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0 Lanes and Geometrics Short Total AM 6: Grandview/Driveway & Laporte Salud Family Health 10/2/2015 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 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 0.983 0.972 0.946 Flt Protected 0.999 0.962 0.971 Satd. Flow (prot) 0 1831 0 0 1861 0 0 1742 0 0 1711 0 Flt Permitted 0.999 0.962 0.971 Satd. Flow (perm) 0 1831 0 0 1861 0 0 1742 0 0 1711 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 204 254 235 Travel Time (s) 29.9 4.6 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 333 42 1 472 2 64 1 2 1 0 1 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 - - - - - - - - - - - - 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 2 340 43 1 482 2 65 1 2 1 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 484 0 0 383 0 0 850 851 361 852 872 483 Stage 1 - - - - - - 365 365 - 485 485 - Stage 2 - - - - - - 485 486 - 367 387 - 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 1079 - - 1175 - - 280 297 684 280 289 584 Stage 1 - - - - - - 654 623 - 563 552 - Stage 2 - - - - - - 563 551 - 653 610 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1079 - - 1175 - - 279 296 684 278 288 584 Mov Cap-2 Maneuver - - - - - - 279 296 - 278 288 - Stage 1 - - - - - - 653 622 - 562 551 - Stage 2 - - - - - - 561 550 - 649 609 - Approach EB WB NB SB HCM Control Delay, s 0 0 21.6 14.6 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 284 1079 - - 1175 - - 377 HCM Lane V/C Ratio 0.241 0.002 - - 0.001 - - 0.005 HCM Control Delay (s) 21.6 8.3 0 - 8.1 0 - 14.6 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 0.9 0 - - 0 - - 0 Lanes and Geometrics Short Total PM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 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 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 0.985 0.999 0.996 0.932 Flt Protected 0.954 0.976 Satd. Flow (prot) 0 1835 0 0 1861 0 0 1770 0 0 1694 0 Flt Permitted 0.954 0.976 Satd. Flow (perm) 0 1835 0 0 1861 0 0 1770 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 204 254 235 Travel Time (s) 29.9 4.6 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 6: Grandview/Driveway & Laporte With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st am req geo.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 423 60 7 288 0 26 0 7 3 0 2 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 100 - 100 75 - - - - - - - - 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 1 481 68 8 327 0 30 0 8 3 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 327 0 0 481 0 0 827 826 481 830 826 327 Stage 1 - - - - - - 483 483 - 343 343 - Stage 2 - - - - - - 344 343 - 487 483 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1233 - - 1082 - - 291 307 585 289 307 714 Stage 1 - - - - - - 565 553 - 672 637 - Stage 2 - - - - - - 671 637 - 562 553 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1233 - - 1082 - - 288 304 585 283 304 714 Mov Cap-2 Maneuver - - - - - - 288 304 - 283 304 - Stage 1 - - - - - - 565 553 - 671 632 - Stage 2 - - - - - - 664 632 - 554 553 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 17.6 14.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 323 1233 - - 1082 - - 373 HCM Lane V/C Ratio 0.116 0.001 - - 0.007 - - 0.015 HCM Control Delay (s) 17.6 7.9 - - 8.4 - - 14.8 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0 Lanes and Geometrics Short Total AM 6: Grandview/Driveway & Laporte With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st am req geo.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 75 0 0 0 0 0 Storage Lanes 1 1 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 0.850 0.972 0.946 Flt Protected 0.950 0.950 0.962 0.971 Satd. Flow (prot) 1770 1863 1583 1770 1863 0 0 1742 0 0 1711 0 Flt Permitted 0.950 0.950 0.962 0.971 Satd. Flow (perm) 1770 1863 1583 1770 1863 0 0 1742 0 0 1711 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 204 254 235 Travel Time (s) 29.9 4.6 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 6: Grandview/Driveway & Laporte With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st pm req geo.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 333 42 1 472 2 64 1 2 1 0 1 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 100 - 100 75 - - - - - - - - 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 2 340 43 1 482 2 65 1 2 1 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 484 0 0 340 0 0 829 830 340 830 829 483 Stage 1 - - - - - - 344 344 - 485 485 - Stage 2 - - - - - - 485 486 - 345 344 - 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 1079 - - 1219 - - 290 306 702 289 306 584 Stage 1 - - - - - - 671 637 - 563 552 - Stage 2 - - - - - - 563 551 - 671 637 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1079 - - 1219 - - 289 305 702 287 305 584 Mov Cap-2 Maneuver - - - - - - 289 305 - 287 305 - Stage 1 - - - - - - 670 636 - 562 552 - Stage 2 - - - - - - 562 551 - 667 636 - Approach EB WB NB SB HCM Control Delay, s 0 0 20.9 14.4 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 294 1079 - - 1219 - - 385 HCM Lane V/C Ratio 0.233 0.002 - - 0.001 - - 0.005 HCM Control Delay (s) 20.9 8.3 - - 8 - - 14.4 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.9 0 - - 0 - - 0 Lanes and Geometrics Short Total PM 6: Grandview/Driveway & Laporte With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st pm req geo.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 100 75 0 0 0 0 0 Storage Lanes 1 1 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 0.850 0.999 0.996 0.932 Flt Protected 0.950 0.950 0.954 0.976 Satd. Flow (prot) 1770 1863 1583 1770 1861 0 0 1770 0 0 1694 0 Flt Permitted 0.950 0.950 0.954 0.976 Satd. Flow (perm) 1770 1863 1583 1770 1861 0 0 1770 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 204 254 235 Travel Time (s) 29.9 4.6 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 9: Laporte & Salud Salud Family Health 10/2/2015 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 22 411 289 51 13 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 467 328 58 15 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 386 0 - 0 874 357 Stage 1 - - - - 357 - Stage 2 - - - - 517 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1172 - - - 320 687 Stage 1 - - - - 708 - Stage 2 - - - - 598 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1172 - - - 311 687 Mov Cap-2 Maneuver - - - - 311 - Stage 1 - - - - 708 - Stage 2 - - - - 581 - Approach EB WB SB HCM Control Delay, s 0.4 0 15.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1172 - - - 376 HCM Lane V/C Ratio 0.021 - - - 0.057 HCM Control Delay (s) 8.1 0 - - 15.2 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0.1 - - - 0.2 Lanes and Geometrics Short Total AM 9: Laporte & Salud Salud Family Health 10/2/2015 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT WBT WBR SBL 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 0 0 Storage Lanes 0 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 0.980 0.957 Flt Protected 0.997 0.967 Satd. Flow (prot) 0 1857 1825 0 1724 0 Flt Permitted 0.997 0.967 Satd. Flow (perm) 0 1857 1825 0 1724 0 Link Speed (mph) 30 30 30 Link Distance (ft) 204 412 205 Travel Time (s) 4.6 9.4 4.7 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 10 326 448 24 62 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 333 457 24 63 28 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 482 0 - 0 822 469 Stage 1 - - - - 469 - Stage 2 - - - - 353 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1081 - - - 344 594 Stage 1 - - - - 630 - Stage 2 - - - - 711 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1081 - - - 340 594 Mov Cap-2 Maneuver - - - - 340 - Stage 1 - - - - 630 - Stage 2 - - - - 703 - Approach EB WB SB HCM Control Delay, s 0.2 0 17 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1081 - - - 391 HCM Lane V/C Ratio 0.009 - - - 0.232 HCM Control Delay (s) 8.4 0 - - 17 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0 - - - 0.9 Lanes and Geometrics Short Total PM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBT WBR SBL 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 0 0 Storage Lanes 0 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 0.993 0.958 Flt Protected 0.999 0.967 Satd. Flow (prot) 0 1861 1850 0 1726 0 Flt Permitted 0.999 0.967 Satd. Flow (perm) 0 1861 1850 0 1726 0 Link Speed (mph) 30 30 30 Link Distance (ft) 204 412 235 Travel Time (s) 4.6 9.4 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 9: Laporte & Salud With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st am req geo.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 22 411 289 51 13 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 75 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 467 328 58 15 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 386 0 - 0 874 357 Stage 1 - - - - 357 - Stage 2 - - - - 517 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1172 - - - 320 687 Stage 1 - - - - 708 - Stage 2 - - - - 598 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1172 - - - 313 687 Mov Cap-2 Maneuver - - - - 313 - Stage 1 - - - - 708 - Stage 2 - - - - 585 - Approach EB WB SB HCM Control Delay, s 0.4 0 15.1 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1172 - - - 378 HCM Lane V/C Ratio 0.021 - - - 0.057 HCM Control Delay (s) 8.1 - - - 15.1 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.1 - - - 0.2 Lanes and Geometrics Short Total AM 9: Laporte & Salud With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st am req geo.syn Lane Group EBL EBT WBT WBR SBL 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) 75 0 0 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 0.980 0.957 Flt Protected 0.950 0.967 Satd. Flow (prot) 1770 1863 1825 0 1724 0 Flt Permitted 0.950 0.967 Satd. Flow (perm) 1770 1863 1825 0 1724 0 Link Speed (mph) 30 30 30 Link Distance (ft) 204 412 205 Travel Time (s) 4.6 9.4 4.7 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 9: Laporte & Salud With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st pm req geo.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 10 326 448 24 62 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 75 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 333 457 24 63 28 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 482 0 - 0 822 469 Stage 1 - - - - 469 - Stage 2 - - - - 353 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1081 - - - 344 594 Stage 1 - - - - 630 - Stage 2 - - - - 711 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1081 - - - 341 594 Mov Cap-2 Maneuver - - - - 341 - Stage 1 - - - - 630 - Stage 2 - - - - 704 - Approach EB WB SB HCM Control Delay, s 0.2 0 16.9 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1081 - - - 392 HCM Lane V/C Ratio 0.009 - - - 0.232 HCM Control Delay (s) 8.4 - - - 16.9 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.9 Lanes and Geometrics Short Total PM 9: Laporte & Salud With Required Geometry Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates st pm req geo.syn Lane Group EBL EBT WBT WBR SBL 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) 75 0 0 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 0.993 0.958 Flt Protected 0.950 0.967 Satd. Flow (prot) 1770 1863 1850 0 1726 0 Flt Permitted 0.950 0.967 Satd. Flow (perm) 1770 1863 1850 0 1726 0 Link Speed (mph) 30 30 30 Link Distance (ft) 204 412 235 Travel Time (s) 4.6 9.4 5.3 Intersection Summary Area Type: Other APPENDIX H HCM 2010 Signalized Intersection Summary Long Total AM 3: Taft Hill & Laporte Salud Family Health 10/7/2015 Synchro 9 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 90 255 250 115 215 35 175 375 245 55 480 165 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 95 268 44 121 226 0 184 395 136 58 505 65 Adj No. of Lanes 111111111111 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 303 342 291 277 367 312 434 1076 914 470 836 710 Arrive On Green 0.07 0.18 0.18 0.08 0.20 0.00 0.08 0.58 0.58 0.45 0.45 0.45 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 869 1863 1583 Grp Volume(v), veh/h 95 268 44 121 226 0 184 395 136 58 505 65 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 869 1863 1583 Q Serve(g_s), s 3.8 12.3 2.1 4.8 10.0 0.0 4.6 10.2 3.6 3.5 18.5 2.1 Cycle Q Clear(g_c), s 3.8 12.3 2.1 4.8 10.0 0.0 4.6 10.2 3.6 3.5 18.5 2.1 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 303 342 291 277 367 312 434 1076 914 470 836 710 V/C Ratio(X) 0.31 0.78 0.15 0.44 0.62 0.00 0.42 0.37 0.15 0.12 0.60 0.09 Avail Cap(c_a), veh/h 337 486 413 287 486 413 442 1076 914 470 836 710 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.0 35.0 30.8 26.8 33.0 0.0 12.9 10.2 8.8 14.7 18.8 14.3 Incr Delay (d2), s/veh 0.6 5.3 0.2 1.1 1.7 0.0 0.7 1.0 0.3 0.5 3.2 0.3 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 1.9 6.8 0.9 2.4 5.3 0.0 2.3 5.6 1.6 0.9 10.1 1.0 LnGrp Delay(d),s/veh 27.5 40.3 31.1 27.9 34.7 0.0 13.6 11.2 9.1 15.2 22.0 14.5 LnGrp LOS CDCCC BBABCB Approach Vol, veh/h 407 347 715 628 Approach Delay, s/veh 36.3 32.3 11.4 20.6 Approach LOS D C B C Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 11.6 45.9 10.5 22.0 57.5 9.3 23.2 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 7.0 31.5 7.0 22.5 43.5 7.0 22.5 Max Q Clear Time (g_c+I1), s 6.6 20.5 6.8 14.3 12.2 5.8 12.0 Green Ext Time (p_c), s 0.0 3.4 0.0 1.2 4.5 0.0 1.4 Intersection Summary HCM 2010 Ctrl Delay 22.5 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total AM 3: Taft Hill & Laporte Salud Family Health 10/7/2015 Synchro 9 Light Report Delich Associates lt am.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 12 38 11 29 50 11 29 Maximum Split (%) 13.3% 42.2% 12.2% 32.2% 55.6% 12.2% 32.2% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 60 72 20 31 60 20 31 End Time (s) 72 20 31 60 20 31 60 Yield/Force Off (s) 67 13.5 27 53.5 13.5 27 53.5 Yield/Force Off 170(s) 67 1.5 27 43.5 89.5 27 39.5 Local Start Time (s) 40 52 0 11 40 0 11 Local Yield (s) 47 83.5 7 33.5 83.5 7 33.5 Local Yield 170(s) 47 71.5 7 23.5 69.5 7 19.5 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 20 (22%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 Signalized Intersection Summary Long Total PM 3: Taft Hill & Laporte Salud Family Health 10/21/2015 Synchro 9 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 125 230 235 295 250 80 150 425 175 35 455 45 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 132 242 36 311 263 0 158 447 95 37 479 0 Adj No. of Lanes 111111111111 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 315 313 266 348 392 333 434 1040 884 436 824 701 Arrive On Green 0.08 0.17 0.17 0.13 0.21 0.00 0.07 0.56 0.56 0.44 0.44 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 1863 1583 860 1863 1583 Grp Volume(v), veh/h 132 242 36 311 263 0 158 447 95 37 479 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 860 1863 1583 Q Serve(g_s), s 5.7 11.8 1.8 12.0 12.3 0.0 4.3 13.3 2.7 2.5 18.3 0.0 Cycle Q Clear(g_c), s 5.7 11.8 1.8 12.0 12.3 0.0 4.3 13.3 2.7 4.7 18.3 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 315 313 266 348 392 333 434 1040 884 436 824 701 V/C Ratio(X) 0.42 0.77 0.14 0.89 0.67 0.00 0.36 0.43 0.11 0.08 0.58 0.00 Avail Cap(c_a), veh/h 315 441 375 348 520 442 434 1040 884 436 824 701 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 29.1 37.8 33.6 29.9 34.5 0.0 13.8 12.2 9.9 16.8 19.9 0.0 Incr Delay (d2), s/veh 0.9 5.4 0.2 24.1 2.1 0.0 0.5 1.3 0.2 0.4 3.0 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 2.8 6.5 0.8 4.6 6.6 0.0 2.1 7.1 1.2 0.6 10.1 0.0 LnGrp Delay(d),s/veh 30.0 43.2 33.9 54.0 36.6 0.0 14.3 13.5 10.1 17.2 22.9 0.0 LnGrp LOS CDCDD BBBBC Approach Vol, veh/h 410 574 700 516 Approach Delay, s/veh 38.1 46.0 13.2 22.5 Approach LOS D D B C Timer 12345678 Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 11.0 47.5 15.0 21.5 58.5 11.0 25.5 Change Period (Y+Rc), s 5.0 6.5 4.0 6.5 6.5 4.0 6.5 Max Green Setting (Gmax), s 6.0 34.5 11.0 21.5 45.5 7.0 25.5 Max Q Clear Time (g_c+I1), s 6.3 20.3 14.0 13.8 15.3 7.7 14.3 Green Ext Time (p_c), s 0.0 3.4 0.0 1.2 4.0 0.0 1.4 Intersection Summary HCM 2010 Ctrl Delay 28.6 HCM 2010 LOS C Timing Report, Sorted By Phase Long Total PM 3: Taft Hill & Laporte Salud Family Health 10/21/2015 Synchro 9 Light Report Delich Associates lt pm.syn Phase Number 1234678 Movement NBL SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 41 15 28 52 11 32 Maximum Split (%) 11.6% 43.2% 15.8% 29.5% 54.7% 11.6% 33.7% Minimum Split (s) 11 28 11 28 28 11 28 Yellow Time (s) 3 3.5 34434 All-Red Time (s) 2 3 1 2.5 2.5 1 2.5 Minimum Initial (s) 4747747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 10 14 14 Dual Entry No Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 63 74 20 35 63 20 31 End Time (s) 74 20 35 63 20 31 63 Yield/Force Off (s) 69 13.5 31 56.5 13.5 27 56.5 Yield/Force Off 170(s) 69 1.5 31 46.5 94.5 27 42.5 Local Start Time (s) 43 54 0 15 43 0 11 Local Yield (s) 49 88.5 11 36.5 88.5 7 36.5 Local Yield 170(s) 49 76.5 11 26.5 74.5 7 22.5 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 20 (21%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Taft Hill & Laporte HCM 2010 TWSC Long Total AM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 530 60 10 370 5 25 0 10 5 0 5 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 200 - 100 75 - - - - - - - - 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 5 558 63 11 389 5 26 0 11 5 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 395 0 0 558 0 0 984 984 558 987 981 392 Stage 1 - - - - - - 568 568 - 413 413 - Stage 2 - - - - - - 416 416 - 574 568 - 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 1164 - - 1013 - - 228 248 529 226 249 657 Stage 1 - - - - - - 508 506 - 616 594 - Stage 2 - - - - - - 614 592 - 504 506 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1164 - - 1013 - - 224 244 529 219 245 657 Mov Cap-2 Maneuver - - - - - - 224 244 - 219 245 - Stage 1 - - - - - - 506 504 - 613 588 - Stage 2 - - - - - - 602 586 - 492 504 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.2 20.6 16.3 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 268 1164 - - 1013 - - 329 HCM Lane V/C Ratio 0.137 0.005 - - 0.01 - - 0.032 HCM Control Delay (s) 20.6 8.1 - - 8.6 - - 16.3 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.5 0 - - 0 - - 0.1 Lanes and Geometrics Long Total AM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lt 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) 200 100 75 0 0 0 0 0 Storage Lanes 1 1 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 0.850 0.998 0.960 0.932 Flt Protected 0.950 0.950 0.966 0.976 Satd. Flow (prot) 1770 1863 1583 1770 1859 0 0 1727 0 0 1694 0 Flt Permitted 0.950 0.950 0.966 0.976 Satd. Flow (perm) 1770 1863 1583 1770 1859 0 0 1727 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 204 254 235 Travel Time (s) 29.9 4.6 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 430 40 5 600 5 65 0 5 5 0 5 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 200 - 100 75 - - - - - - - - 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 5 439 41 5 612 5 66 0 5 5 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 617 0 0 439 0 0 1077 1077 439 1077 1074 615 Stage 1 - - - - - - 449 449 - 625 625 - Stage 2 - - - - - - 628 628 - 452 449 - 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 963 - - 1121 - - 197 219 618 197 220 491 Stage 1 - - - - - - 589 572 - 473 477 - Stage 2 - - - - - - 471 476 - 587 572 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 963 - - 1121 - - 194 217 618 194 218 491 Mov Cap-2 Maneuver - - - - - - 194 217 - 194 218 - Stage 1 - - - - - - 586 569 - 471 475 - Stage 2 - - - - - - 464 474 - 579 569 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 31.9 18.4 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 204 963 - - 1121 - - 278 HCM Lane V/C Ratio 0.35 0.005 - - 0.005 - - 0.037 HCM Control Delay (s) 31.9 8.8 - - 8.2 - - 18.4 HCM Lane LOS D A - - A - - C HCM 95th %tile Q(veh) 1.5 0 - - 0 - - 0.1 Lanes and Geometrics Long Total PM 6: Grandview/Driveway & Laporte Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lt 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) 200 100 75 0 0 0 0 0 Storage Lanes 1 1 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 0.850 0.999 0.990 0.932 Flt Protected 0.950 0.950 0.956 0.976 Satd. Flow (prot) 1770 1863 1583 1770 1861 0 0 1763 0 0 1694 0 Flt Permitted 0.950 0.950 0.956 0.976 Satd. Flow (perm) 1770 1863 1583 1770 1861 0 0 1763 0 0 1694 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1316 204 254 235 Travel Time (s) 29.9 4.6 5.8 5.3 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total AM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 2 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 70 475 330 85 40 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 75 - - 100 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 74 500 347 89 42 58 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 347 0 - 0 994 347 Stage 1 - - - - 347 - Stage 2 - - - - 647 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1212 - - - 272 696 Stage 1 - - - - 716 - Stage 2 - - - - 521 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1212 - - - 255 696 Mov Cap-2 Maneuver - - - - 255 - Stage 1 - - - - 716 - Stage 2 - - - - 489 - Approach EB WB SB HCM Control Delay, s 1 0 16.9 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1212 - - - 403 HCM Lane V/C Ratio 0.061 - - - 0.248 HCM Control Delay (s) 8.2 - - - 16.9 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.2 - - - 1 Lanes and Geometrics Long Total AM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lt am.syn Lane Group EBL EBT WBT WBR SBL 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) 75 100 0 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.922 Flt Protected 0.950 0.979 Satd. Flow (prot) 1770 1863 1863 1583 1681 0 Flt Permitted 0.950 0.979 Satd. Flow (perm) 1770 1863 1863 1583 1681 0 Link Speed (mph) 30 30 30 Link Distance (ft) 204 412 205 Travel Time (s) 4.6 9.4 4.7 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 4.5 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 45 395 545 55 100 65 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 75 - - 100 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 0 2 2 2 2 2 Mvmt Flow 46 403 556 56 102 66 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 556 0 - 0 1051 556 Stage 1 - - - - 556 - Stage 2 - - - - 495 - Critical Hdwy 4.1 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.2 - - - 3.518 3.318 Pot Cap-1 Maneuver 1025 - - - 251 531 Stage 1 - - - - 574 - Stage 2 - - - - 613 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1025 - - - 240 531 Mov Cap-2 Maneuver - - - - 240 - Stage 1 - - - - 574 - Stage 2 - - - - 585 - Approach EB WB SB HCM Control Delay, s 0.9 0 30.3 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1025 - - - 306 HCM Lane V/C Ratio 0.045 - - - 0.55 HCM Control Delay (s) 8.7 - - - 30.3 HCM Lane LOS A - - - D HCM 95th %tile Q(veh) 0.1 - - - 3.1 Lanes and Geometrics Long Total PM 9: Laporte & Salud Salud Family Health 10/5/2015 Synchro 9 Light Report Delich Associates lt pm.syn Lane Group EBL EBT WBT WBR SBL 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) 75 100 0 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.947 Flt Protected 0.950 0.971 Satd. Flow (prot) 1805 1863 1863 1583 1713 0 Flt Permitted 0.950 0.971 Satd. Flow (perm) 1805 1863 1863 1583 1713 0 Link Speed (mph) 30 30 30 Link Distance (ft) 204 412 205 Travel Time (s) 4.6 9.4 4.7 Intersection Summary Area Type: Other APPENDIX I Vine Taft Hill Laporte Grandview SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Salud Family Health TIS, October 2015 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Commercial uses to the west of the site Commercial Minimum B C C C B 1 Actual B D A C B Proposed B D A C B Neighborhood to the east of the site Residential Minimum B C C C B 2 Actual B D A C B Proposed B D A C B Neighborhood to the south of the site Residential Minimum B C C C B 3 Actual B C B C B Proposed B C B C 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 400 500 600 SB AM 95 VPH AM 960 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1040 VPH SB PM 165 VPH 400 500 600 NB AM 35 VPH AM 980 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1085 VPH NB PM 70 VPH