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Home My WebLink AboutPSD PROSPECT SCHOOL SITE SITE PLAN ADVISORY REVIEW - SPA190002 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYPROSPECT HIGH SCHOOL/MIDDLE SCHOOL TRANSPORTATION IMPACT STUDY TIMNATH, COLORADO OCTOBER 2019 Prepared for: Poudre School District 2407 Laporte Avenue Fort Collins, CO 80521 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #1914 DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 2 Existing Operation ........................................................................................................... 6 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................. 12 Background Traffic Projections ..................................................................................... 12 Trip Assignment ............................................................................................................ 16 Total Traffic ................................................................................................................... 16 Signal Warrants ............................................................................................................. 16 Geometry ...................................................................................................................... 26 Operation Analysis ........................................................................................................ 26 Pedestrian/Bicycle/Transit Facilities .............................................................................. 36 Stadium Event Traffic .................................................................................................... 41 IV. CONCLUSIONS .................................................................................................... 43 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 11 3. Short Range (2026) Background Peak Hour Operation .......................................... 30 4. Long Range (2040) Background Peak Hour Operation ........................................... 31 5. Short Range (2026) Total Peak Hour Operation ..................................................... 32 6. Short Range (2026) Total Peak Hour Operation with RT Access ............................ 34 7. Long Range (2040) Total Peak Hour Operation ...................................................... 37 8. Long Range (2040) Total Peak Hour Operation with RT Access ............................ 38 9. Long Range (2040) Total Peak Hour Operation with a Signal at the Prospect/McLaughlin-West Access Intersection ..................................................... 39 DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 5 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 10 6. Trip Distribution ....................................................................................................... 13 7. Short Range (2026) Background Peak Hour Traffic ................................................ 14 8. Long Range (2040) Background Peak Hour Traffic................................................. 15 9. Short Range (2026) Site Generated Peak Hour Traffic ........................................... 17 10. Short Range (2026) Site Generated Peak Hour Traffic with RT Access ................. 18 11. Long Range (2040) Site Generated Peak Hour Traffic ............................................ 19 12. Long Range (2040) Site Generated Peak Hour Traffic with RT Access .................. 20 13. Short Range (2026) Total Peak Hour Traffic ........................................................... 21 14. Short Range (2026) Total Peak Hour Traffic with RT Access ................................. 22 15. Long Range (2040) Total Peak Hour Traffic ............................................................ 23 16. Long Range (2040) Total Peak Hour Traffic with RT Access .................................. 24 17. Long Range (2040) Total Peak Hour Traffic with a Signal at the Prospect/McLaughlin-West Access Intersection ..................................................... 25 18. Short Range (2026) Geometry ................................................................................ 27 19. Long Range (2040) Geometry ................................................................................. 28 APPENDICES A. Base Assumptions B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions D. Signal Warrant E. Short Range (2026) Background Peak Hour Operation F. Long Range (2040) Background Peak Hour Operation G. Short Range (2026) Total Peak Hour Operation H. Short Range (2026) Total Peak Hour Traffic with RT Access I. Long Range (2040) Total Peak Hour Operation J. Long Range (2040) Total Peak Hour Traffic with RT Access K. Long Range (2040) Total Peak Hour Traffic with a Signal at the Prospect/McLaughlin-West Access Intersection L. Pedestrian Level of Service DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 1 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements for the proposed Prospect High School/Middle School. The proposed Prospect High School/Middle School is located in the northwest quadrant of the Larimer County Road 5 (LCR5)/Prospect intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (Poudre School District), project architect/planning consultant (RB+B Architects), project engineering consultant (JVA Consulting Engineers), Fort Collins Traffic Operations, and the Timnath Engineering Consultant (TST, Inc.). This study generally conforms to the format set forth in the TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Prospect High School/Middle School. 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; - Event traffic evaluation DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Prospect High School/Middle School is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential, agricultural, or open. There are residential uses north, south, and east of the site. The Prospect High School/Middle School site is currently vacant. Fort Collins is to the west and the center of Timnath lies to the south of the proposed Prospect High School/Middle School site. Streets The primary streets adjacent to Prospect High School/Middle School are Larimer County Road 5 (LCR5) and Prospect Road. The existing geometry at the LCR5/ Prospect, Prospect/Meadowaire, and Prospect/McLaughlin intersections is shown in Figure 2. Larimer County Road 5 is to the east of (adjacent to) the Prospect High School/ Middle School site. It is classified as a four-lane arterial street on the City of Fort Collins Master Street Plan and a principal arterial street on the Timnath Master Streets Plan. It is a north/south county road with a two-lane cross section and minimal shoulders. The existing speed limit is 45 mph. At the LCR5/Prospect intersection, LCR5 has northbound and southbound movements combined in single lanes. The LCR5/Prospect intersection has all-way stop sign control. There are no defined pedestrian facilities along LCR5 in this area. Prospect Road is to the south of (adjacent to) the Prospect High School/Middle School site. Prospect Road is classified as a four-lane arterial street on the City of Fort Collins Master Street Plan and a principal arterial street, west of LCR5, and a minor arterial street, east of LCR5, on the Timnath Master Streets Plan. Prospect Road has a two-lane cross section with minimal shoulders. The posted speed is 45 mph. At the LCR5/Prospect intersections, Prospect Road has eastbound and westbound movements combined in single lanes. At the Prospect/Meadowaire and Prospect/ McLaughlin intersections, Prospect Road has all eastbound and westbound movements combined in single lanes. The Prospect/Meadowaire and Prospect/McLaughlin intersections have stop sign control on Meadowaire Drive and McLaughlin Lane. There are no defined pedestrian facilities along Prospect Road in this area. Existing Traffic Recent peak hour traffic volumes at the LCR5/Prospect, Prospect/Meadowaire, and Prospect/McLaughlin intersections are shown in Figure 3. It is noted that the morning peak hour is the conventional peak hour of the street. However, the afternoon BURLINGTON NORTHERN RAILROAD 25 BURLINGTON NORTHERN RAILROAD Prospect LCR5 Kitchell McLaughlin Meadowaire Serratoga Falls Prospect Mulberry 14 E. Frontage Rd. SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 4 Prospect LCR5 Meadowaire McLaughlin STOP STOP STOP STOP STOP STOP - Denotes Lane 7:15-8:15am/3:30-4:30pm RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 5 137/64 31/72 1/2 69/34 65/75 1/8 28/79 48/115 34/91 2/0 172/74 1/5 LCR5 Meadowaire McLaughlin 384/192 0/0 116/257 2/9 6/6 0/1 389/196 1/2 116/264 2/3 2/3 2/2 Prospect DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 6 peak hour reflects the school dismissal time, not the conventional afternoon peak hour of the street. This continues throughout this TIS. The counts at these key intersections were obtained in February 2019. Raw traffic count data is provided in Appendix B. Since the counts were collected on different days, the traffic was balanced between the intersections and is shown in Figure 4. Existing Operation The LCR5/Prospect, Prospect/Meadowaire, and Prospect/McLaughlin intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6 th Edition (2016HCM). Using the morning and afternoon peak hour traffic shown in Figure 4, the peak hour operation is shown in Table 1. Calculation forms are provided in Appendix C. The key intersections are currently operating acceptably with existing control and geometry in the morning and afternoon peak hours. Acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for each movement and leg, and level of service D or better overall. At arterial/arterial unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service E overall. At arterial/local unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service D overall. A description of level of service for signalized and unsignalized intersections from the 2016HCM and LOS Standards are also provided in Appendix C. It is important to note that as arterial streets, LCR5 and Prospect Road should have center left-turn lanes. That being said, the LCR5/Prospect intersection should have a minimum of left-turn lanes on all approaches. In addition to this, the eastbound and southbound right-turn volumes indicate that right-turn deceleration lanes may be required with the existing traffic volumes. AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 7 137/67 31/72 1/2 69/35 65/75 1/8 28/74 49/109 35/86 2/0 173/78 1/5 LCR5 Meadowaire McLaughlin 383/183 0/0 114/273 2/9 6/6 0/1 388/187 1/2 114/280 2/3 2/3 2/2 Prospect 7:15-8:15am/3:30-4:30pm DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM LCR5/Prospect (all-way stop) EB LT/T/RT A B WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Prospect/Meadowaire (stop sign) NB LT/RT B B WB LT/T A A OVERALL A A Prospect/McLaughlin (stop sign) NB LT/RT B B WB LT/T A A OVERALL A A DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The Prospect High School/Middle School is an institutional development, located in the northwest quadrant of the LCR5/Prospect intersection in Fort Collins. Figure 5 shows a site plan of the Prospect High School/Middle School. The combined Prospect High School/Middle School will consist of 1,500 students. The short range year 2026 reflects this full occupancy of the Prospect High School/Middle School, an appropriate increase in background traffic due to normal growth, and other potential developments in the area. Beyond the year 2030, this school will be a High School only with 1,500 students. The long range analysis (Year 2040) assumes a high school use only. It includes full occupancy of the Prospect High School and is in general accordance with the Fort Collins Structure Plan and the Timnath Comprehensive Plan. Primary access (student parking lot & drop-off/pick-up) to the site is proposed via one full-movement access (East Access) to/from Prospect Road that lines up with Meadowaire Drive and one full-movement access (West Access) to/from Prospect Road that lines up with McLaughlin Lane. In addition to this, there will also be a restricted full- movement access (Staff-Bus Access) to/from LCR5 that will serve the bus drop-off/pick- up area and a staff parking lot. There is also a proposal for a right-in/right-out access (RT Access) between the East Access and the West Access. Therefore, the analyses will reflect both with this RT Access and without the RT Access. 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, 10 th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the Prospect High School/Middle School site. A trip is defined as a one-way vehicle movement from origin to destination. Trip generation for the Prospect High School/Middle School is shown in Table 2. According to the Poudre School District, approximately 640 students will be in the Middle School and 860 students will be in the High School. Since it is likely that there will be siblings in the Middle School and the High School and there will likely be carpooling, a 10 percent factor was used for these shared trips. In addition to this, since this school has a large boundary, extra buses will be needed to serve the students. According to the Poudre School District, approximately 15 buses will be needed to serve the Prospect High School/Middle School. It was assumed that five buses would normally serve a typical school and these would be compensated for in the trip generation calculation. Therefore, 10 extra buses were accounted for on Table 2. It is acknowledged that having more buses serving this school would likely have an effect on the number of vehicle trips at the school. However, due to the large boundary for this school, the number of students walking to school will likely be decreased as compared to a typical school. Therefore, no adjustment was made to the vehicle trip generation calculation to compensate for the SCALE: 1"=500' SITE PLAN Figure 5 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 10 Serratoga Falls LCR5 (Main St.) Staff-Bus Access West Access McLaughlin Ln. Meadowaire Dr. RT Access (potential) Carriage Parkway Prospect Rd. East Access Kitchell Way DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 11 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour School PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Short Range (2026) N/A Extra Buses 10 Buses N/A 38 N/A 10 N/A 10 N/A 10 N/A 10 522 Middle School 640 Students 2.13 1364 0.31 198 0.27 173 0.16 102 0.19 122 530 High School 860 Students 2.03 1746 0.35 301 0.17 146 0.11 95 0.22 189 Subtotal 3148 509 329 207 321 Ride Share/Sibling Adjustment (10%) 314 51 33 21 32 Total 2834 458 296 186 289 Long Range (2040) N/A Extra Buses 13 Buses N/A 50 N/A 13 N/A 13 N/A 13 N/A 13 530 High School 1500 Students 2.03 3044 0.35 525 0.17 255 0.11 165 0.22 330 Total 3094 538 268 178 343 DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 12 extra buses serving the school. At full occupancy with 1,500 students, the combined Prospect High School/Middle School is expected to generate 2,834 daily trip ends, 754 morning peak hour trip ends, and 475 afternoon peak hour trip ends for the short range (2026) future. As a high school only (long range) with 1,500 students, the Prospect High School is expected to generate 3,094 daily trip ends, 806 morning peak hour trip ends, and 521 afternoon peak hour trip ends. It was assumed that a few (use 3) buses are needed in the long range (2040) future due to the decreased frequency of siblings attending the same school. Trip Distribution Trip distribution for Prospect High School/Middle School was based on existing/ future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, the future school boundaries, and engineering judgment. Figure 6 shows the trip distribution for the short range (2026) and long range (2040) analysis futures. Background Traffic Projections Figure 7 shows the short range (2026) background traffic projections at the LCR5/Prospect, Prospect/Meadowaire, and Prospect/McLaughlin intersections. Background traffic projections for the short range (2026) future horizon were obtained by factoring the traffic volumes on LCR5 and Prospect Road by approximately two percent per year. In addition to this, site traffic from the Serratoga Falls, Wild Wing, and Countryside Estates residential developments was included in the short range (2026) background traffic forecasts. The cumulative traffic volume increase in the short range (2026) future is approximately 15.5 percent per year for the east leg of Prospect Road, approximately 8.5 percent per year for the west leg of Prospect Road, approximately 7.2 percent per year for the south leg of LCR5, and approximately 9.1 percent per year for the north leg of LCR5. Figure 8 shows the long range (2040) background traffic projections at the LCR5/ Prospect, Prospect/Meadowaire, and Prospect/McLaughlin intersections. The long range (2040) traffic forecasts are in general accordance with the Fort Collins Transportation Master Plan and the Timnath Comprehensive Plan. It assumes development of much of the vacant land in the area of the LCR5/Prospect intersection. The cumulative traffic volume increase in the long range (2040) future is approximately 7.9 percent per year for the east leg of Prospect Road, approximately 5.4 percent per year for the west leg of Prospect Road, approximately 4.9 percent per year for the south leg of LCR5, and approximately 5.7 percent per year for the north leg of LCR5. By/before the long range (2040) future, the East Frontage Road of I-25 will be realigned connecting to Carriage Parkway and there will be a connection to/from the Prospect High School site near the northwest corner of the property. In addition to this, there will be development to the south that will have access to/from McLaughlin Lane. The Prospect LCR5 Kitchell McLaughlin Serratoga Falls Meadowaire Carriage LCR5 40% 15% 10% Carriage Pkwy. 35% SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 13 SHORT RANGE (2026) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 14 165/82 52/121 19/50 133/81 97/110 16/62 51/145 100/264 43/107 49/31 318/175 40/52 LCR5 Meadowaire McLaughlin 620/341 0/0 194/520 2/9 6/6 0/1 625/345 1/2 194/527 2/3 2/3 2/2 Prospect 7:15-8:15am/3:30-4:30pm LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 15 250/135 100/180 35/75 185/120 145/180 35/110 80/205 165/460 70/180 90/60 520/295 65/75 LCR5 Meadowaire McLaughlin 960/555 NOM 320/850 5/10 10/5 NOM 950/540 20/20 305/840 70/70 70/80 20/20 Prospect Rounded to Nearest 5 Vehicles 7:15-8:15am/3:30-4:30pm DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 16 zoning for the vacant land to the south is low density residential and employment. The residential zoning is more to the eastern portion (adjacent to LCR5) of the vacant land and the employment zoning is to the western portion (adjacent to the East Frontage Road of I-25). The center portion, which would use McLaughlin Lane, is a mixed of residential and employment zoning. 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. Figure 9 shows the short range (2026) site generated peak hour traffic at the LCR5/Prospect, Prospect/Meadowaire-East Access, Prospect/McLaughlin-West Access, and LCR5/Staff-Bus Access intersections. Figure 10 shows the short range (2026) site generated peak hour traffic with the RT Access to/from Prospect Road. The long range (2040) site generated peak hour traffic is shown in Figure 11. Figure 12 shows the long range (2040) site generated peak hour traffic with the RT Access. Total Traffic The traffic volumes generated by the proposed Prospect High School/Middle School site were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2026) and long range (2040) futures. Figure 13 shows the short range (2026) total peak hour traffic at the LCR5/Prospect, Prospect/ Meadowaire-East Access, Prospect/McLaughlin-West Access, and LCR5/Staff-Bus Access intersections. Figure 14 shows the short range (2026) total peak hour traffic with the RT Access to/from Prospect Road. The long range (2040) total peak hour traffic is shown in Figure 15. Figure 16 shows the long range (2040) total peak hour traffic with the RT Access. Since traffic along McLaughlin Lane increases significantly with the future development to the south, there is the potential of the Prospect/ McLaughlin-West Access intersection meeting signal warrants. If the Prospect/ McLaughlin-West Access intersection is signalized, many of the southbound left-turns from the Prospect High School parking lot will use the signal rather than the stop sign control at the Prospect/Meadowaire-East Access intersection. Figure 17 shows the long range (2040) total peak hour traffic with a signal at the Prospect/McLaughlin-West Access intersection. 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 roads in the vicinity of the Prospect High School/Middle School development, 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 road system. It is acknowledged that peak hour SHORT RANGE (2026) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 17 169/68 14/7 70/34 7/11 2/3 54/45 28/26 111/105 4/2 42/17 30/15 42/39 5/2 64/25 2/4 15/23 LCR5 Meadowaire McLaughlin East Access West Access Staff-Bus Access Prospect 33/40 109/103 167/66 114/53 87/34 84/73 65/52 72/67 108/44 39/49 61/25 99/40 7:15-8:15am/3:30-4:30pm SHORT RANGE (2026) SITE GENERATED PEAK HOUR TRAFFIC WITH RT ACCESS Figure 10 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 18 LCR5 Staff-Bus Access Prospect Meadowaire East Access McLaughlin West Access 109/45 32/20 171/107 38/43 RT Access 5/6 109/103 145/60 136/59 87/34 84/73 55/43 72/67 21/5 49/58 61/25 99/40 7:15-8:15am/3:30-4:30pm 169/68 14/7 70/34 7/11 2/3 54/45 28/26 111/105 4/2 42/17 30/15 42/39 5/2 64/25 2/4 15/23 LONG RANGE (2040) SITE GENERATED PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 19 196/62 19/8 81/36 8/14 2/4 54/53 24/31 99/123 5/2 49/17 40/17 38/46 7/3 74/24 3/6 17/30 LCR5 Meadowaire McLaughlin East Access West Access Staff-Bus Access Prospect 30/51 97/122 194/63 132/52 102/32 80/85 57/56 64/78 125/40 37/63 69/23 118/39 7:15-8:15am/3:30-4:30pm LONG RANGE (2040) SITE GENERATED PEAK HOUR TRAFFIC WITH RT ACCESS Figure 12 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 20 LCR5 Staff-Bus Access Prospect East Access 4/7 97/122 168/56 158/59 Meadowaire West Access 49/50 64/78 25/5 45/69 McLaughlin 126/42 36/24 182/118 34/50 RT Access 7:15-8:15am/3:30-4:30pm 196/62 19/8 81/36 8/14 2/4 54/53 24/31 99/123 5/2 49/17 40/17 38/46 7/3 74/24 3/6 17/30 102/32 80/86 69/23 118/39 SHORT RANGE (2026) TOTAL PEAK HOUR TRAFFIC Figure 13 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 21 334/150 66/128 19/50 203/115 104/121 18/65 105/190 128/290 154/212 53/33 360/192 40/52 30/15 186/318 5/2 297/273 2/4 15/23 LCR5 Meadowaire McLaughlin East Access West Access Staff-Bus Access Prospect 6/6 NOM 0/1 33/40 NOM 109/103 87/34 278/593 2/9 167/66 734/394 0/0 2/3 NOM 2/2 65/52 NOM 72/67 61/25 293/567 2/3 108/44 664/394 1/2 7:15-8:15am/3:30-4:30pm SHORT RANGE (2026) TOTAL PEAK HOUR TRAFFIC WITH RT ACCESS Figure 14 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 22 LCR5 Staff-Bus Access Prospect Meadowaire East Access McLaughlin West Access 109/45 658/367 367/636 38/43 RT Access 6/6 NOM 0/1 5/6 NOM 109/103 87/34 278/593 2/9 145/60 756/400 0/0 2/3 NOM 2/2 55/43 NOM 72/67 61/25 293/567 2/3 21/5 674/403 1/2 7:15-8:15am/3:30-4:30pm 334/150 66/128 19/50 203/115 104/121 18/65 105/190 128/290 154/212 53/33 360/192 40/52 30/15 186/318 5/2 297/273 2/4 15/23 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 15 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 23 445/200 120/190 35/75 265/155 155/195 40/115 135/260 190/490 170/305 95/60 570/315 65/75 40/20 315/525 10/5 460/465 5/5 20/30 LCR5 Meadowaire McLaughlin East Access West Access Staff-Bus Access Prospect 10/5 NOM NOM 30/50 NOM 95/125 105/35 400/935 5/10 195/65 1095/610 NOM 70/80 NOM 20/20 60/55 NOM 65/80 70/25 425/880 70/70 125/40 990/605 20/20 Rounded to Nearest 5 Vehicles 7:15-8:15am/3:30-4:30pm LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC WITH RT ACCESS Figure 16 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 24 LCR5 Staff-Bus Access Prospect Meadowaire East Access McLaughlin West Access 125/45 1010/580 510/980 35/50 RT Access 10/5 NOM NOM 5/5 NOM 95/125 105/35 400/935 5/10 170/55 1120/615 NOM 70/80 NOM 20/20 50/50 NOM 65/80 70/25 425/880 70/70 25/5 995/610 20/20 Rounded to Nearest 5 Vehicles 7:15-8:15am/3:30-4:30pm 445/200 120/190 35/75 265/155 155/195 40/115 135/260 190/490 170/305 95/60 570/315 65/75 40/20 315/525 10/5 460/465 5/5 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC WITH A SIGNAL AT THE PROSPECT/ McLAUGHLIN-WEST ACCESS INTERSECTION Figure 17 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 25 LCR5 Meadowaire McLaughlin East Access West Access Staff-Bus Access Prospect 10/5 NOM NOM 40/60 NOM 40/50 105/35 455/1010 5/10 225/75 1095/610 NOM 70/80 NOM 20/20 50/50 NOM 120/155 70/25 425/880 70/70 145/45 990/605 20/20 Rounded to Nearest 5 Vehicles 7:15-8:15am/3:30-4:30pm 445/200 120/190 35/75 265/155 155/195 40/115 135/260 190/490 170/305 95/60 570/315 65/75 40/20 315/525 10/5 460/465 5/5 20/30 DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 26 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 estimate 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 short range (2026) background and total peak hour traffic (Figures 7 & 11), the peak hour signal warrant will likely be met during both peak hours at the LCR5/Prospect intersection. Using the short range (2026) total peak hour traffic, the peak hour signal warrant will not be met at the Prospect/McLaughlin-West Access intersection. At the Prospect/Meadowaire-East Access intersection, the afternoon peak hour volumes are just above the threshold for a peak hour warrant in the afternoon peak hour. Using the long range (2040) total peak hour traffic (Figure 15), the peak hour signal will likely be met at the Prospect/McLaughlin-West Access intersection. The peak hour signal warrant analyses are provided in Appendix D. Geometry Figure 18 shows a schematic of the short range (2026) intersection geometry. The geometry at the key intersections is the minimum required geometry. As mentioned earlier, LCR5 and Prospect Road should have center left-turn lanes. In addition to left- turn lanes, right-turn lanes will be required on all legs of the LCR5/Prospect intersection. Westbound right-turn lanes will be required on the approaches to the East Access, West Access, and/or the RT Access. The geometry shown on Figure 18 is the minimum required geometry for the short range (2026) future. The final design of the school access intersections is not known and requires further discussion with the City of Fort Collins staff. Figure 19 shows a schematic of the likely long range (2040) geometry at the key intersections. It is assumed that the west leg of Prospect Road would have two through lanes in each direction by/before the long range (2040) future. Although LCR5 is classified as a four-lane arterial street, the long range (2040) traffic forecasts indicate it can function as a two-lane arterial street north of Prospect Road. However, the municipal jurisdiction may desire that LCR5 have a four-lane cross section. In addition to this, the LCR5/Prospect intersection is shown to only require one through lane in each direction. Since Prospect road is classified as a four-lane arterial street west of LCR5 and a minor (two-lane) arterial east of LCR5, the LCR5/Prospect intersection can be used as a lane drop location. Operation Analysis Operation analyses were performed at the LCR5/Prospect, Prospect/Meadowaire- East Access, Prospect/McLaughlin-West Access, and LCR5/Staff-Bus Access intersections. The operational analyses will also show with a RT Access to/from SHORT RANGE (2026) GEOMETRY Figure 18 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 27 LCR5 Meadowaire McLaughlin East Access West Access Staff-Bus Access STOP Prospect STOP STOP STOP STOP - Required/Additional Lane - Existing Lane STOP RT Access LONG RANGE (2040) GEOMETRY Figure 19 DELICH ASSOCIATES Prospect High School/Middle School TIS, October 2019 Page 28 LCR5 Meadowaire McLaughlin East Access West Access Staff-Bus Access STOP Prospect STOP STOP - Denotes Lane STOP RT Access DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 29 Prospect Road and without the RT Access. In addition to this, several geometric configurations and control options were analyzed at the school access intersections along Prospect Road. The operations analyses were conducted for the short range future, reflecting a year 2026 condition, and for the long range future, reflecting a year 2040 condition. The long range (2040) operational analyses are used for planning and informational purposes only. Table 3 shows the short range (2026) background peak hour operation at the LCR5/Prospect, Prospect/Meadowaire, and Prospect/McLaughlin intersections (Figure 7). The key intersections meet the Fort Collins operational criteria in both peak hours with the existing control and geometry. The LCR5/Prospect intersection also will meet the Fort Collins operational criteria with existing geometry and signal control. Calculation forms for these analyses are provided in Appendix E. Using the long range (2040) background traffic (Figure 8), the key intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. Using the short range (2026) total traffic volumes shown in Figure 13 and recommended control and geometrics, the LCR5/Prospect, Prospect/Meadowaire-East Access, Prospect/McLaughlin-West Access, and LCR5/Staff-Bus Access intersections will operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. With signalization and roundabout control, the LCR5/Prospect intersection will meet the Fort Collins operational criteria in both peak hours. The Prospect/Meadowaire-East Access, Prospect/McLaughlin-West Access, and LCR5/ Staff-Bus Access intersections will meet the Fort Collins operational criteria in both peak hours. However, the East Access and West Access legs will experience delays commensurate with level of service F during the morning peak hour. This level of service F operation will only occur for approximately one hour during the peak hours. The Prospect/Meadowaire-East Access and Prospect/McLaughlin-West Access intersections were also analyzed with two westbound through lanes and two through lanes both eastbound and westbound. The level of service for south legs (Meadowaire & McLaughlin) improved with two westbound lanes on Prospect Road, but the north legs (East & West Accesses) delay increased. With two eastbound and westbound through lanes, the delay on both the north and south legs improved. The Prospect/ Meadowaire-East Access and Prospect/McLaughlin-West Access intersections also meet the Fort Collins operational criteria in both peak hours with single-lane roundabout control. Table 6 shows the short range (2026) total peak hour operation with the RT Access at the Prospect/Meadowaire-East Access, Prospect/RT Access, and Prospect/ McLaughlin-West Access intersections (Figure 14). The key intersections meet the Fort Collins operational criteria in both peak hours. However, the operation is very similar to that without the RT Access for all the control and geometric configurations. The addition of the RT Access does not improve the operation of the Prospect/Meadowaire- East Access intersection and actually increases the delay slightly. At the Prospect/McLaughlin-West Access intersection, the operation is improved with the RT Access. Calculation forms for these analyses are provided in Appendix H. DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 30 TABLE 3 Short Range (2026) Background Peak Hour Operation Intersection Movement Level of Service AM PM LCR5/Prospect (all-way stop with existing geometry) EB LT/T/RT B F (72.6 secs) WB LT/T/RT D C NB LT/T/RT C C SB LT/T/RT C C OVERALL C E (41.2 secs) LCR5/Prospect (all-way stop with LT Lanes on all legs) EB LT B B EB T/RT B D EB APPROACH B C WB LT B B WB T/RT D C WB APPROACH D C NB LT C B NB T/RT B B NB APPROACH B B SB LT B B SB T/RT C C SB APPROACH C B OVERALL C C LCR5/Prospect (signal with existing geometry) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A B SB LT/T/RT A B OVERALL A A Prospect/Meadowaire (stop sign) NB LT/RT C C WB LT/T A A OVERALL A A Prospect/McLaughlin (stop sign) NB LT/RT B B WB LT/T A A OVERALL A A DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 31 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM LCR5/Prospect (signal) EB LT B B EB T B B EB RT A B EB APPROACH B B WB LT B B WB T C B WB RT A A WB APPROACH B B NB LT B B NB T B C NB RT A A NB APPROACH B B SB LT C B SB T C C SB RT C B SB APPROACH C C OVERALL B B Prospect/Meadowaire (stop sign) NB LT/RT C C WB LT A A OVERALL A A Prospect/McLaughlin (stop sign) NB LT C E (40.6 secs) NB RT A B NB APPROACH C D WB LT A B OVERALL A A DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 32 TABLE 5 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service AM PM LCR5/Prospect (signal) EB LT B A EB T B B EB RT B B EB APPROACH B B WB LT B B WB T C B WB RT A A WB APPROACH B B NB LT B B NB T B B NB RT A A NB APPROACH B B SB LT C B SB T C B SB RT C B SB APPROACH C B OVERALL B B Prospect/Meadowaire-East Access (stop sign) (one EB & WB through lane) NB LT/T/RT E (43.9 secs) D SB LT/T F (121.1 secs) E (46.9 secs) SB RT C B SB APPROACH F (96.5 secs) E (36.9 secs) EB LT B A WB LT A A OVERALL B A Prospect/Meadowaire-East Access (stop sign) (one EB & two WB through lanes) NB LT/T/RT C C SB LT/T F (147.7 secs) F (53.0 secs) SB RT B A SB APPROACH F (116.0 secs) E (40.9 secs) EB LT B A WB LT A A OVERALL B A Prospect/Meadowaire-East Access (stop sign) (two EB & WB through lanes) NB LT/T/RT C C SB LT/T F (94.1 secs) D SB RT B A SB APPROACH F (74.9 secs) C EB LT B A WB LT A A OVERALL A A Continued on next page DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 33 Continued from previous page TABLE 5 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Meadowaire-East Access (single-lane roundabout) EB A A WB E (41.8 secs) A NB A A SB B A OVERALL D A Prospect/McLaughlin-West Access (stop sign) (one EB & WB through lane) NB LT/T/RT C C SB LT/T E (47.0 secs) D SB RT C B SB APPROACH D C EB LT A A WB LT A A OVERALL A A Prospect/McLaughlin-West Access (stop sign) (one EB & two WB through lanes) NB LT/T/RT C C SB LT/T F (52.7 secs) D SB RT B A SB APPROACH D C EB LT A A WB LT A A OVERALL A A Prospect/McLaughlin-West Access (stop sign) (two EB & WB through lanes) NB LT/T/RT C C SB LT/T E (38.7 secs) C SB RT B A SB APPROACH D C EB LT A A WB LT A A OVERALL A A Prospect/McLaughlin-West Access (single-lane roundabout) EB A A WB C A NB A A SB B A OVERALL C A LCR5/Staff-Bus Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 34 TABLE 6 Short Range (2026) Total Peak Hour Operation With RT Access Intersection Movement Level of Service AM PM Prospect/Meadowaire-East Access (stop sign) (one EB & WB through lane) NB LT/T/RT E (40.8 secs) C SB LT/T F (133.5 secs) E (47.8 secs) SB RT B B SB APPROACH F (128.3 secs) E (45.8 secs) EB LT B A WB LT A A OVERALL B A Prospect/Meadowaire-East Access (stop sign) (one EB & two WB through lanes) NB LT/T/RT C C SB LT/T F (160.5 secs) F (54.2 secs) SB RT B A SB APPROACH F (153.9 secs) F (51.7 secs) EB LT B A WB LT A A OVERALL B A Prospect/Meadowaire-East Access (stop sign) (two EB & WB through lanes) NB LT/T/RT C C SB LT/T F (104.5 secs) D SB RT B A SB APPROACH F (100.4 secs) D EB LT B A WB LT A A OVERALL A A Prospect/Meadowaire-East Access (single-lane roundabout) EB A A WB C A NB A A SB A A OVERALL B A Prospect/RT Access (RT-in/RT-out) (one EB & WB through lane) SB RT B B Prospect/RT Access (RT-in/RT-out) (one EB & two WB through lanes) SB RT B A Prospect/RT Access (RT-in/RT-out) (two EB & WB through lanes) SB RT B A Continued on next page DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 35 Continued from previous page TABLE 6 Short Range (2026) Total Peak Hour Operation With RT Access Intersection Movement Level of Service AM PM Prospect/McLaughlin-West Access (stop sign) (one EB & WB through lane) NB LT/T/RT C C SB LT/T E (47.9 secs) D SB RT B B SB APPROACH D C EB LT A A WB LT A A OVERALL A A Prospect/McLaughlin-West Access (stop sign) (one EB & two WB through lanes) NB LT/T/RT B C SB LT/T D D SB RT B A SB APPROACH C C EB LT A A WB LT A A OVERALL A A Prospect/McLaughlin-West Access (stop sign) (two EB & WB through lanes) NB LT/T/RT B C SB LT/T D C SB RT B A SB APPROACH C C EB LT A A WB LT A A OVERALL A A Prospect/McLaughlin-West Access (single-lane roundabout) EB A A WB A A NB A A SB A A OVERALL C A DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 36 Table 7 shows the long range (2040) total peak hour operation (Figure 15) at the key intersections with the recommended control and geometrics. Calculation forms for these analyses are provided in Appendix I. The LCR5/Prospect intersection will meet the Fort Collins operational criteria in both peak hours with signal control and the recommended geometry. The Prospect/McLaughlin-West Access and LCR5/Staff-Bus Access intersections will meet the Fort Collins operational criteria in both peak hours. The Prospect/Meadowaire-East Access intersection will meet the Fort Collins operational criteria in the afternoon peak hour. In the morning peak hour, the Prospect/ Meadowaire-East Access intersection will experience delays commensurate with level of service E overall. Similar to the short range (2026) analysis, the East Access and West Access legs will experience delays commensurate with level of service F during the morning peak hour, as well as the afternoon peak hour. This level of service F operation will only occur for approximately two hours during the arrival and departure of students in the morning and afternoon peak hours. Table 8 shows the long range (2040) total peak hour operation with the RT Access at the key intersections (Figure 16). The key intersections meet the Fort Collins operational criteria in both peak hours. However, the operation is very similar to that without the RT Access. The addition of the RT Access does not improve the operation of the key intersections. Calculation forms for these analyses are provided in Appendix J. Using the long range (2040) total traffic volumes shown in Figure 17, the Prospect/Meadowaire-East Access and signalized Prospect/McLaughlin-West Access intersections will operate as indicated in Table 9. Calculation forms for these analyses are provided in Appendix K. With signalization of the Prospect/McLaughlin-West Access intersection, the Prospect/Meadowaire-East Access and signalized Prospect/ McLaughlin-West Access intersections will meet the Fort Collins operational criteria in both peak hours. Since the RT Access does not improve the operation (reduce the delay) at the other site access intersections, it is recommended that this additional access be discussed further with City staff. Signalization at the Prospect/McLaughlin-West Access intersection will have a greater impact to reduce the delay to exiting traffic to Prospect Road. It is recommended that the LCR5/Staff-Bus Access intersection allow full traffic movements. Pedestrian/Bicycle/Transit Facilities Appendix L shows a map of the area that is within 1.5 miles of the Prospect High School/Middle School site. The land uses on the west side of Interstate 25 are not considered destinations since they are not within the school boundary area. As shown in Appendix L, five potential pedestrian destinations within 1.5 miles of the Prospect High School/Middle School site were identified: 1) the residential neighborhoods to the south of the site; 2) the existing and future (Countryside Estates) residential DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 37 TABLE 7 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM LCR5/Prospect (signal) EB LT B B EB T B B EB RT B B EB APPROACH B B WB LT B B WB T D C WB RT A A WB APPROACH D B NB LT C B NB T C C NB RT A A NB APPROACH C B SB LT C B SB T D C SB RT C A SB APPROACH C C OVERALL C B Prospect/Meadowaire-East Access (stop sign) NB LT/T/RT E (43.9 secs) E (40.7 secs) SB LT/T F (634.3 secs) F (158.5 secs) SB RT B B SB APPROACH F (468.8 secs) F (114.2 secs) EB LT B A WB LT A B OVERALL E (35.7 secs) B Prospect/McLaughlin-West Access (stop sign) NB LT F (77.6 secs) F (111.9 secs) NB T/RT A B NB APPROACH F (62.5 secs) F (91.9 secs) SB LT F (204.4 secs) F (74.1 secs) SB T/RT B B SB APPROACH F (127.9 secs) F (51.5 secs) EB LT B A WB LT A B OVERALL B A LCR5/Staff-Bus Access (stop sign) EB LT/RT B B NB LT A A OVERALL A A DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 38 TABLE 8 Long Range (2040) Total Peak Hour Operation With RT Access Intersection Movement Level of Service AM PM Prospect/Meadowaire-East Access (stop sign) NB LT/T/RT E (41.5 secs) E (37.8 secs) SB LT/T F (710.7 secs) F (164.6 secs) SB RT B B SB APPROACH F (680.4 secs) F (159.3 secs) EB LT B A WB LT A B OVERALL E (40.3 secs) B Prospect/RT Access (RT-in/RT-out) SB RT B B Prospect/McLaughlin-West Access (stop sign) NB LT F (75.2 secs) F (111.9 secs) NB T/RT A B NB APPROACH F (60.7 secs) F (91.9 secs) SB LT F (198.9 secs) F (73.0 secs) SB T/RT B B SB APPROACH F (124.6 secs) F (50.8 secs) EB LT B A WB LT A B OVERALL B A DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 39 TABLE 9 Long Range (2040) Total Peak Hour Operation With Signal at Prospect/McLaughlin-West Access Intersection Intersection Movement Level of Service AM PM Prospect/Meadowaire-East Access (stop sign) NB LT/T/RT E (48.6 secs) E (46.9 secs) SB LT/T F (216.0 secs) F (54.4 secs) SB RT B B SB APPROACH F (120.8 secs) D EB LT B A WB LT A B OVERALL A A Prospect/McLaughlin-West Access (signal) EB LT A A EB T A A EB RT A A EB APPROACH A A WB LT A A WB T B A WB RT A A WB APPROACH B A NB LT B B NB T/RT A A NB APPROACH B B SB LT B B SB T/RT A A SB APPROACH B B OVERALL B A DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 40 neighborhoods to the southeast of the site; 3) the existing and future (Serratoga Falls) residential neighborhood to the east of the site; 4) the existing and future (Fox Grove, Phase 2) residential neighborhoods to the north of the site; and 5) the existing residential neighborhoods to the north of the site (north of Mulberry Street). Appendix L contains a graphic depicting the pedestrian influence area and these five pedestrian destinations. A pedestrian level of service worksheet is also provided in Appendix L. The minimum level of service for “School Walking Areas” is B for all categories, except for “Visual Interest & Amenity,” which is level of service C. • Directness – The distance ratio to all pedestrian destinations is less than 1.4 (LOS B) • Continuity – The continuity to pedestrian destinations 1, 2, 4, and 5 is at LOS E & F, since there are no sidewalks along Prospect Road or LCR5 connecting these destinations with the Prospect High School/Middle School. The continuity to pedestrian destination 3 will be acceptable at LOS B, since there will be direct connection of the sidewalk system (proposed crossing of LCR5) when the Serratoga Falls development is built. • Street Crossings – The street crossings to pedestrian destinations 2 and 4 are acceptable at LOS B, since there is a proposed signal at the Prospect/LCR5 intersection (Destination 2) and the street crossings are all at local/driveway residential streets (Destination 4). The street crossings to pedestrian destinations 1, 3, and 5 use the Analysis for Pedestrian Treatments process provided in Appendix L. The Analysis for Pedestrian Treatments process indicates that Level 2 Treatment Options are required for Destinations 1 and 3. Level 2 Treatment Options are: Curb Extensions, Bus Bulb, Reduced Curb Radii, Pedestrian refuge Island, Reduced Speed Limit School Zones, and Pedestrian Activated Flashing Beacons. • Visual Interest and Amenity – The visual interest and amenity to pedestrian destinations 1 and 3 is acceptable at LOS C, since most of the sidewalks will have some landscaped parkways and a residential neighborhood character. The visual interest and amenity to pedestrian destinations 2, 4, and 5 is at LOS D, since there is no sidewalk to these areas. • Security – The security to pedestrian destinations 1 and 3 is acceptable at LOS B, since most of the sidewalks are adjacent to residential uses and the area has a residential neighborhood character. The security to pedestrian destination 2 is at LOS C, since although there is no sidewalk between to this area, the developments of the school and Serratoga Falls can ease the pedestrian security and there are unobstructed lines of sight. The security to pedestrian destinations 4 and 5 is at LOS E, since there is no sidewalk to these areas. The Pedestrian LOS will not be achieved in the short range (2026) future, due to the rural nature of the area. Currently, there is a lack of sidewalks in the area, since most of the land was previously in Larimer County and is undeveloped. In existing residential neighborhoods, the absence of sidewalks may be "by choice" of the area residents. There will be pedestrian facilities (sidewalks) on all streets within and adjacent to the Prospect High School/Middle School. These facilities will provide safe DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 41 pedestrian areas within the Prospect High School/Middle School campus. The sidewalks within Prospect High School/Middle School go to the edges of the site. As such, they can connect to future sidewalks along the external public street system. As this area becomes more urban in the future, it is expected that there will be sidewalks along the existing and future streets. There are no designated bicycle lanes along LCR5 or Prospect Road. It is anticipated that bicycle lanes will be incorporated into the adjacent frontage along LCR5 and Prospect Road. Local streets are not required to have bicycle lanes. The base level of service is B for the bicycle destinations. It is concluded that level of service B is achieved. Currently this area of Fort Collins is not served by Transfort. Stadium Event Traffic There is a 4,000 seat school stadium proposed on the western portion of the Prospect High School/Middle School site. The City of Fort Collins requested a cursory analysis of the arrival and departure of the stadium traffic. The Fort Collins Traffic Engineer suggested a car occupancy rate of 2.6 persons per vehicle. Based upon the report, “Managing Travel for Planned Special Events,” September 2003, Federal Highway Administration, a vehicle occupancy rate between 2.2 and 3.0 is reasonable. Based upon the 4,000 seats (full occupancy) and a vehicle occupancy rate of 2.6, the stadium will generate approximately 1,540 vehicles for an event. Based upon the cited reference report, the average arrival rate for a special event is approximately 70 percent of the arrivals occur in the one hour prior to the start of the event, with approximately 21 percent of the arrivals occurring in the peak 15 minutes of that hour. There was no information regarding departure rates in the cited report. Departures typically occur immediately following a special event. The rate of departure is dependent upon the configuration of the streets and access locations. For analysis purposes, it is assumed that all departures occur within the one hour following a special event. Based upon the average arrival rate and 100 percent departure rate, the stadium will generate approximately 1,080 peak hour arrival trips and 1,540 peak hour departure trips. The trip distribution of the stadium traffic will likely be different to that of the Prospect High School/Middle School. It is assumed that more traffic would come from the west, since there will be visiting schools attending a special event. Also, since there is a stadium related parking lot near the Carriage Parkway connection, more traffic would use this access point. It was determined that approximately 50 percent of the stadium traffic would be to/from the west and approximately 20 percent would be to/from Carriage Parkway. All other traffic would be to/from LCR5 and the east. The assignment of the stadium traffic assumed that there would be a signal at the Prospect/McLaughlin-West Access and Prospect/Carriage Parkway intersections. It is assumed that more exiting DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 42 traffic would use the signalized intersections. The approximate distribution of the three accesses will be: 1) 40 percent at the West Access; 2) 30 percent at the East Access; and 3) 30 percent at the Carriage Parkway access. While the signal at the Prospect/ McLaughlin-West Access intersection will create delay when the green time is on Prospect Road, there will be little to no delay when the green time is on the West Access. The signal will also provide gaps in the traffic for the exiting vehicles from the East Access. Assuming a departure time of four seconds per vehicle (access to the street), the West Access (640 exiting vehicles) would take approximately 43 minutes to completely empty, the East Access (438 exiting vehicles) would take approximately 30 minutes to completely empty, and the Carriage Parkway access (462 exiting vehicles) would take approximately 31 minutes to completely empty. DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 43 IV. CONCLUSIONS This study assessed the impacts of Prospect High School/Middle School on the street system in the vicinity of the proposed development in the short range (2026) and long range (2040) futures. As a result of this analysis, the following is concluded: - The development of Prospect High School/Middle School is feasible from a traffic engineering standpoint. Short range (2026) development of the Prospect High School/Middle School will generate approximately 2,834 daily trip ends, 754 morning peak hour trip ends, and 475 afternoon peak hour trip ends. As a high school only (long range), the Prospect High School is expected to generate 3,094 daily trip ends, 806 morning peak hour trip ends, and 521 afternoon peak hour trip ends. - Currently, the LCR5/Prospect, Prospect/Meadowaire, and Prospect/McLaughlin intersections operate acceptably with existing control and geometry. - In the short range (2026) background and total condition, the peak hour signal warrant will likely be met in both peak hours at the LCR5/Prospect intersection. Using the long range (2040) total peak hour traffic, the peak hour signal will likely be met at the Prospect/McLaughlin-West Access intersection. - In the short range (2026) future, given development of the Prospect High School/ Middle School and an increase in background traffic, the LCR5/Prospect intersection will meet the Fort Collins operational criteria in both peak hours with signal control. The Prospect/Meadowaire-East Access, Prospect/McLaughlin- West Access, and LCR5/Staff-Bus Access intersections will meet the Fort Collins operational criteria in both peak hours. However, the East Access and West Access legs will experience delays commensurate with level of service F during the morning peak hour. This level of service F operation will only occur for approximately one hour during the peak hours. The addition of the RT Access does not improve the operation of the Prospect/Meadowaire-East Access intersection and actually increases the delay slightly. At the Prospect/ McLaughlin-West Access intersection, the operation is improved with the RT Access. - In the long range (2040) future, given full development of the Prospect High School and an increase in background traffic, the LCR5/Prospect intersection will meet the Fort Collins operational criteria in both peak hours with signal control. Similar to the short range (2026) analysis, the East Access and West Access legs will experience delays commensurate with level of service F during the morning peak hour, as well as the afternoon peak hour. The addition of the RT Access does not improve the operation of the key intersections. - The short range (2026) geometry is shown in Figure 18. The long range (2040) geometry is shown in Figure 19. DELICH Prospect High School/Middle School TIS, October 2019 ASSOCIATES Page 44 - The Pedestrian LOS will not be achieved in the short range (2026) future, due to the rural nature of the area. Currently, there is a lack of sidewalks in the area, since most of the land was previously in Larimer County and is undeveloped. There will be pedestrian facilities (sidewalks) on all streets within and adjacent to the Prospect High School/Middle School. These facilities will provide safe pedestrian areas within the Prospect High School/Middle School campus. As this area becomes more urban in the future, it is expected that there will be sidewalks along the existing and future streets. - Based upon the average arrival rate and 100 percent departure rate, the stadium will generate approximately 1,080 peak hour arrival trips and 1,540 peak hour departure trips. It is expected that all of the exiting traffic from the various parking lots and access points can completely empty within 45 minutes or less. APPENDIX A Page 4-34 Larimer County Urban Area Street Standards – Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment “A” Transportation Impact Study Base Assumptions Project Information Project Name Prospect High School/Middle School Project Location NW quadrant of the LCR5/Prospect intersection TIS Assumptions Type of Study Full: Yes Intermediate: Study Area Boundaries North: Property Line South: Prospect Road East: LCR5 West: McLaughlin Lane Study Years Short Range: 2026 Long Range: 2040 Future Traffic Growth Rate 2%/year Study Intersections 1. All access drives 5. 2. LCR5/Prospect 6. 3. Prospect/Meadowaire 7. 4. Prospect/McLaughlin 8. Time Period for Study AM: 7:00-9:00 PM: 2:30-4:30 Sat Noon: N/A Trip Generation Rates (see attached) Per ITE Trip Adjustment Factors Passby: N/A Captive Market: Siblings (10%)? Trip Distribution (see attached) North 20% South 40% East 10% West 30% Mode Split Assumptions N/A Committed Roadway Improvements None Known Other Traffic Studies Serratoga Falls Areas Requiring Special Study Date: ___February 22, 2019________________________________________ Traffic Engineer: ___Delich Associates_________________________________________ Local Entity Engineer: __________________________________________________________ BURLINGTON NORTHERN RAILROA 25 BURLINGTON NORTHERN RAILROAD Prospect LCR5 Kitchell McLaughlin Meadowaire Serratoga Falls Prospect Mulberry 14 SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Prospect High School/Middle School TIS, March 2019 Page 3 SCALE: 1"=500' SITE PLAN Figure 5 DELICH ASSOCIATES Prospect High School/Middle School TIS, March 2019 Page 10 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour School PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 522 Middle School 770 Students 2.13 1640 0.31 239 0.27 208 0.16 123 0.19 147 530 High School 1030 Students 2.03 2090 0.35 361 0.17 175 0.11 113 0.22 227 Subtotal 3730 600 383 236 274 Sibling Reduction (10%) 372 60 38 24 27 Total 3358 540 345 212 247 68 392 14 14 257 CREEK FOSSIL RES REGIONAL OS EVECREITT CLAOKBEB HINKLEY LAKE RETISMENRAVTOHIR DENLAATKHE BOYD LAKE WINDSOR LAKE TOLMAPKSEON RESERVOIR WINDSOR JALMAEKSE FOSSIL CREEK RESERVOIR 25 25 25 E MULBERRY ST E HIGHWAY 14 HIGHWAY 257 MAIN ST E HARMONY R D E HARMONY RD HIGHWAY 392 E COUNTY ROAD 32 BBoollttzz MMAAiidrdreeddaallee LMLMeeiisdsdhdhdeleleerr AArreeaa MiddleArea MWWideedllllliiennggttoonn Area CacheLa Cache PPoouuddrrLeea MiddleArea Middle Area LLMMiinniiddccddoolllleenn AArreeaa PPMMrreieiddssddttoolleenn AArreeaa NewProspect New SchoolArea SchoPorlospect Area Boltz MS MPrSeston CFoorlltins HS RFoidsgseil HS Zach ES Bacon ES Tavelli ES Laurel ES RiffeEnSburgh Shepardson ES Kruse ES Timnath ES ELiSnton Bethke ES New Elementary School ES Prospect LCR5 Kitchell McLaughlin Serratoga Falls Meadowaire Carriage LCR5 40% 20% 30% 10% SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Prospect High School/Middle School TIS, March 2019 Page 3 APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/20/2019 Observer: Vickie Day: Wednesday Jurisdiction: Timnath R = right turn Intersection: LCR5/Prospect S = straight L = left turn Time Northbound: LCR5 Southbound: LCR5 Total Eastbound: Prospect Westbound: Prospect Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 22 6 0 28 0 12 15 27 55 2 7 4 13 1 43 1 45 58 113 7:15 20 8 0 28 1 15 19 35 63 3 10 6 19 0 54 0 54 73 136 7:30 40 9 0 49 0 12 12 24 73 5 20 5 30 1 42 1 44 74 147 7:45 42 5 0 47 0 24 23 47 94 9 8 15 32 0 39 0 39 71 165 # 8:00 35 9 1 45 0 14 15 29 74 11 10 8 29 0 37 1 38 67 141 # 8:15 23 10 0 33 1 19 8 28 61 4 3 7 14 1 34 0 35 49 110 # 8:30 19 11 1 31 0 22 22 44 75 11 12 8 31 0 33 0 33 64 139 # 8:45 21 9 1 31 1 18 16 35 66 6 9 7 22 1 28 0 29 51 117 # 7:15-8:15 137 31 1 169 1 65 69 135 304 28 48 34 110 1 172 2 175 285 589 PHF 0.82 0.86 0.25 0.86 0.25 0.68 0.75 0.72 0.81 0.64 0.6 0.57 0.86 0.25 0.8 0.5 0.81 0.96 0.89 2:30 15 13 3 31 1 5 6 12 43 12 16 10 38 4 5 0 9 47 90 2:45 13 14 0 27 1 10 8 19 46 12 20 7 39 2 9 1 12 51 97 3:00 19 10 0 29 0 9 6 15 44 14 19 10 43 0 5 2 7 50 94 3:15 13 12 1 26 1 19 7 27 53 13 23 11 47 1 10 1 12 59 112 # 3:30 26 14 0 40 3 22 11 36 76 16 27 18 61 2 26 0 28 89 165 # 3:45 14 25 0 39 1 20 7 28 67 27 26 21 74 3 19 0 22 96 163 # 4:00 13 17 2 32 2 18 5 25 57 15 29 36 80 0 14 0 14 94 151 # 4:15 11 16 0 27 2 15 11 28 55 21 33 16 70 0 15 0 15 85 140 # 3:30-4:30 64 72 2 138 8 75 34 117 255 79 115 91 285 5 74 0 79 364 619 PHF 0.62 0.72 0.25 0.86 0.67 0.85 0.77 0.81 0.84 0.73 0.87 0.63 0.89 0.42 0.71 n/a 0.71 0.95 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/21/2019 Observer: Vickie Day: Thursday Jurisdiction: Timnath R = right turn Intersection: Prospect/Meadowaire S = straight L = left turn Time Northbound: Meadowaire Southbound: Total Eastbound: Prospect Westbound: Prospect Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 1 0 1 0 1 24 0 24 0 82 82 106 107 7:15 1 0 1 0 1 27 0 27 0 95 95 122 123 7:30 1 0 1 0 1 32 1 33 0 94 94 127 128 7:45 4 0 4 0 4 32 0 32 0 101 101 133 137 # 8:00 0 0 0 0 0 25 1 26 0 94 94 120 120 # 8:15 1 0 1 0 1 32 2 34 0 77 77 111 112 # 8:30 0 0 0 0 0 27 0 27 0 53 53 80 80 # 8:45 1 0 1 0 1 25 1 26 0 62 62 88 89 # 7:15-8:15 6 0 0 6 0 0 0 0 6 0 116 2 118 0 384 0 384 502 508 PHF 0.38 n/a n/a 0.38 n/a n/a n/a n/a 0.38 n/a 0.91 0.5 0.89 n/a 0.95 n/a 0.95 0.94 0.93 2:30 2 0 2 0 2 37 1 38 0 30 30 68 70 2:45 2 0 2 0 2 47 0 47 0 39 39 86 88 3:00 0 0 0 0 0 66 0 66 0 32 32 98 98 3:15 1 0 1 0 1 53 3 56 0 28 28 84 85 # 3:30 1 0 1 0 1 64 4 68 0 45 45 113 114 # 3:45 2 0 2 0 2 51 1 52 0 59 59 111 113 # 4:00 1 0 1 0 1 74 4 78 0 39 39 117 118 # 4:15 2 1 3 0 3 68 0 68 0 49 49 117 120 # 3:30-4:30 6 0 1 7 0 0 0 0 7 0 257 9 266 0 192 0 192 458 465 PHF 0.75 n/a 0.25 0.58 n/a n/a n/a n/a 0.58 n/a 0.87 0.56 0.85 n/a 0.81 n/a 0.81 0.98 0.97 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/21/2019 Observer: Vickie Day: Thursday Jurisdiction: Timnath R = right turn Intersection: Prospect/McLaughlin S = straight L = left turn Time Northbound: McLaughlin Southbound: Total Eastbound: Prospect Westbound: Prospect Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 1 0 1 0 1 24 0 24 0 83 83 107 108 7:15 0 0 0 0 0 27 1 28 0 96 96 124 124 7:30 1 0 1 0 1 33 0 33 1 94 95 128 129 7:45 1 2 3 0 3 30 0 30 0 105 105 135 138 # 8:00 0 0 0 0 0 26 1 27 0 94 94 121 121 # 8:15 2 0 2 0 2 34 2 36 0 78 78 114 116 # 8:30 5 0 5 0 5 27 1 28 3 50 53 81 86 # 8:45 1 0 1 0 1 26 0 26 0 63 63 89 90 # 7:15-8:15 2 0 2 4 0 0 0 0 4 0 116 2 118 1 389 0 390 508 512 PHF 0.5 n/a 0.25 0.33 n/a n/a n/a n/a 0.33 n/a 0.88 0.5 0.89 0.25 0.93 n/a 0.93 0.94 0.93 2:30 2 0 2 0 2 38 0 38 0 32 32 70 72 2:45 1 1 2 0 2 46 3 49 0 41 41 90 92 3:00 4 1 5 0 5 65 4 69 0 32 32 101 106 3:15 1 1 2 0 2 55 4 59 0 29 29 88 90 # 3:30 0 1 1 0 1 67 1 68 0 46 46 114 115 # 3:45 1 0 1 0 1 52 2 54 1 60 61 115 116 # 4:00 1 0 1 0 1 78 0 78 0 40 40 118 119 # 4:15 1 1 2 0 2 67 0 67 1 50 51 118 120 # 3:30-4:30 3 0 2 5 0 0 0 0 5 0 264 3 267 2 196 0 198 465 470 PHF 0.75 n/a 0.5 0.63 n/a n/a n/a n/a 0.63 n/a 0.85 0.38 0.86 0.5 0.82 n/a 0.81 0.99 0.98 APPENDIX C HCM 6th AWSC Recent AM 3: Prospect & LCR5 03/06/2019 Synchro 10 Light Report recent am.syn Intersection Intersection Delay, s/veh 9.5 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 28 49 35 1 173 2 137 31 1 1 65 69 Future Vol, veh/h 28 49 35 1 173 2 137 31 1 1 65 69 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 222222222222 Mvmt Flow 31 55 39 1 194 2 154 35 1 1 73 78 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 9 9.8 10 8.9 HCM LOS AAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 81% 25% 1% 1% Vol Thru, % 18% 44% 98% 48% Vol Right, % 1% 31% 1% 51% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 169 112 176 135 LT Vol 137 28 1 1 Through Vol 31 49 173 65 RT Vol 1 35 2 69 Lane Flow Rate 190 126 198 152 Geometry Grp 1111 Degree of Util (X) 0.267 0.171 0.27 0.197 Departure Headway (Hd) 5.068 4.887 4.919 4.673 Convergence, Y/N Yes Yes Yes Yes Cap 703 727 726 761 Service Time 3.138 2.962 2.987 2.744 HCM Lane V/C Ratio 0.27 0.173 0.273 0.2 HCM Control Delay 10 9 9.8 8.9 HCM Lane LOS AAAA HCM 95th-tile Q 1.1 0.6 1.1 0.7 HCM 6th AWSC Recent PM 3: Prospect & LCR5 03/06/2019 Synchro 10 Light Report recent pm.syn Intersection Intersection Delay, s/veh 9.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 74 109 86 5 78 0 67 72 2 8 75 35 Future Vol, veh/h 74 109 86 5 78 0 67 72 2 8 75 35 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 Heavy Vehicles, % 222222222222 Mvmt Flow 79 116 91 5 83 0 71 77 2 9 80 37 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 10.3 8.7 9.5 8.9 HCM LOS BAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 48% 28% 6% 7% Vol Thru, % 51% 41% 94% 64% Vol Right, % 1% 32% 0% 30% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 141 269 83 118 LT Vol 67 74 5 8 Through Vol 72 109 78 75 RT Vol 2 86 0 35 Lane Flow Rate 150 286 88 126 Geometry Grp 1111 Degree of Util (X) 0.211 0.365 0.122 0.169 Departure Headway (Hd) 5.063 4.591 4.976 4.854 Convergence, Y/N Yes Yes Yes Yes Cap 704 778 715 733 Service Time 3.129 2.643 3.044 2.922 HCM Lane V/C Ratio 0.213 0.368 0.123 0.172 HCM Control Delay 9.5 10.3 8.7 8.9 HCM Lane LOS ABAA HCM 95th-tile Q 0.8 1.7 0.4 0.6 HCM 6th TWSC Recent AM 6: Meadowaire & Prospect 03/06/2019 Synchro 10 Light Report recent am.syn Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 114 2 0 383 6 0 Future Vol, veh/h 114 2 0 383 6 0 Conflicting Peds, #/hr 0 00000 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 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 123 2 0 412 6 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 125 0 536 124 Stage 1 - - - - 124 - Stage 2 - - - - 412 - 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 - - 1462 - 505 927 Stage 1 - - - - 902 - Stage 2 - - - - 669 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1462 - 505 927 Mov Cap-2 Maneuver - - - - 505 - Stage 1 - - - - 902 - Stage 2 - - - - 669 - Approach EB WB NB HCM Control Delay, s 0 0 12.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 505 - - 1462 - HCM Lane V/C Ratio 0.013 ---- HCM Control Delay (s) 12.2 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Recent PM 6: Meadowaire & Prospect 03/06/2019 Synchro 10 Light Report recent pm.syn Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 273 9 0 183 6 1 Future Vol, veh/h 273 9 0 183 6 1 Conflicting Peds, #/hr 0 00000 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 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 281 9 0 189 6 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 290 0 475 286 Stage 1 - - - - 286 - Stage 2 - - - - 189 - 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 - - 1272 - 548 753 Stage 1 - - - - 763 - Stage 2 - - - - 843 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1272 - 548 753 Mov Cap-2 Maneuver - - - - 548 - Stage 1 - - - - 763 - Stage 2 - - - - 843 - Approach EB WB NB HCM Control Delay, s 0 0 11.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 570 - - 1272 - HCM Lane V/C Ratio 0.013 ---- HCM Control Delay (s) 11.4 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Recent AM 8: McLaughlin & Prospect 03/06/2019 Synchro 10 Light Report recent am.syn Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 114 2 1 388 2 2 Future Vol, veh/h 114 2 1 388 2 2 Conflicting Peds, #/hr 0 00000 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 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 123 2 1 417 2 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 125 0 543 124 Stage 1 - - - - 124 - Stage 2 - - - - 419 - 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 - - 1462 - 501 927 Stage 1 - - - - 902 - Stage 2 - - - - 664 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1462 - 500 927 Mov Cap-2 Maneuver - - - - 500 - Stage 1 - - - - 902 - Stage 2 - - - - 663 - Approach EB WB NB HCM Control Delay, s 0 0 10.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 650 - - 1462 - HCM Lane V/C Ratio 0.007 - - 0.001 - HCM Control Delay (s) 10.6 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Recent PM 8: McLaughlin & Prospect 03/06/2019 Synchro 10 Light Report recent pm.syn Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 280 3 2 187 3 2 Future Vol, veh/h 280 3 2 187 3 2 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 286 3 2 191 3 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 289 0 483 288 Stage 1 - - - - 288 - Stage 2 - - - - 195 - 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 - - 1273 - 542 751 Stage 1 - - - - 761 - Stage 2 - - - - 838 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1273 - 541 751 Mov Cap-2 Maneuver - - - - 541 - Stage 1 - - - - 761 - Stage 2 - - - - 836 - Approach EB WB NB HCM Control Delay, s 0 0.1 11 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 609 - - 1273 - HCM Lane V/C Ratio 0.008 - - 0.002 - HCM Control Delay (s) 11 - - 7.8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 SB AM 246 VPH 500 AM 601 VPH *75 *100 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 774 VPH SB PM 253 VPH 2 OR MORE LANES & 1 LANE (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET) MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2026) BACKGROUND PEAK HOUR WARRANT AT LCR5/PROSPECT INTERSECTION MUTCD, 2003 EDITION, PAGE 4C-7 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 NB AM 419 VPH 500 AM 840 VPH *75 *100 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 969 VPH NB PM 328 VPH 2 OR MORE LANES & 1 LANE (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET) MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2026) TOTAL PEAK HOUR WARRANT AT LCR5/PROSPECT INTERSECTION MUTCD, 2003 EDITION, PAGE 4C-7 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 SB LT/T PM 67 VPH 500 PM 1035 VPH *75 *100 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES AM 1129 VPH SB LT/T AM 72 VPH 2 OR MORE LANES & 1 LANE (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET) MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2026) TOTAL PEAK HOUR WARRANT AT PROSPECT/MCLAUGHLIN INTERSECTION MUTCD, 2003 EDITION, PAGE 4C-7 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 SB LT/T PM 103 VPH 500 PM 1096 VPH *75 *100 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES AM 1268 VPH SB LT/T AM 109 VPH 2 OR MORE LANES & 1 LANE (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET) MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2026) TOTAL PEAK HOUR WARRANT AT PROSPECT/MEADOWAIRE INTERSECTION MUTCD, 2003 EDITION, PAGE 4C-7 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 SB AM 170 VPH 500 PM 1645 VPH *75 *100 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES AM 1720 VPH SB PM 205 VPH 2 OR MORE LANES & 1 LANE (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET) MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE (2040) TOTAL PEAK HOUR WARRANT AT PROSPECT/McLAUGHLIN-WEST ACCESS INTERSECTION MUTCD, 2003 EDITION, PAGE 4C-7 APPENDIX E HCM 6th AWSC Short Bkgrd AM 3: Prospect & LCR5 Existing Geometry & Control 08/27/2019 Synchro 10 Light Report sb am existing geo.syn Intersection Intersection Delay, s/veh 20.8 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 51 100 43 40 318 49 165 52 19 16 97 133 Future Vol, veh/h 51 100 43 40 318 49 165 52 19 16 97 133 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 222222222222 Mvmt Flow 57 112 48 45 357 55 185 58 21 18 109 149 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 14.5 29 17 16 HCM LOS B D C C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 70% 26% 10% 7% Vol Thru, % 22% 52% 78% 39% Vol Right, % 8% 22% 12% 54% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 236 194 407 246 LT Vol 165 51 40 16 Through Vol 52 100 318 97 RT Vol 19 43 49 133 Lane Flow Rate 265 218 457 276 Geometry Grp 1111 Degree of Util (X) 0.508 0.409 0.791 0.499 Departure Headway (Hd) 6.9 6.754 6.226 6.501 Convergence, Y/N Yes Yes Yes Yes Cap 520 530 576 550 Service Time 4.989 4.849 4.299 4.59 HCM Lane V/C Ratio 0.51 0.411 0.793 0.502 HCM Control Delay 17 14.5 29 16 HCM Lane LOS C B D C HCM 95th-tile Q 2.8 2 7.5 2.8 HCM 6th AWSC Short Bkgrd PM 3: Prospect & LCR5 Existing Geometry & Control 08/27/2019 Synchro 10 Light Report sb pm existing geo.syn Intersection Intersection Delay, s/veh 41.2 Intersection LOS E Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 145 264 107 52 175 31 82 121 50 62 110 81 Future Vol, veh/h 145 264 107 52 175 31 82 121 50 62 110 81 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 Heavy Vehicles, % 222222222222 Mvmt Flow 154 281 114 55 186 33 87 129 53 66 117 86 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 72.6 19.7 20.3 19.9 HCM LOS F C C C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 32% 28% 20% 25% Vol Thru, % 48% 51% 68% 43% Vol Right, % 20% 21% 12% 32% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 253 516 258 253 LT Vol 82 145 52 62 Through Vol 121 264 175 110 RT Vol 50 107 31 81 Lane Flow Rate 269 549 274 269 Geometry Grp 1111 Degree of Util (X) 0.563 1.029 0.559 0.557 Departure Headway (Hd) 7.751 6.75 7.55 7.671 Convergence, Y/N Yes Yes Yes Yes Cap 468 543 480 474 Service Time 5.751 4.75 5.55 5.671 HCM Lane V/C Ratio 0.575 1.011 0.571 0.568 HCM Control Delay 20.3 72.6 19.7 19.9 HCM Lane LOS C F C C HCM 95th-tile Q 3.4 15.3 3.4 3.3 HCM 6th AWSC Short Bkgrd AM 3: Prospect & LCR5 LT Lanes on all legs 09/23/2019 Synchro 10 Light Report sb am lt lanes.syn Intersection Intersection Delay, s/veh 19.7 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 51 100 43 40 318 49 165 52 19 16 97 133 Future Vol, veh/h 51 100 43 40 318 49 165 52 19 16 97 133 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 222222222222 Mvmt Flow 57 112 48 45 357 55 185 58 21 18 109 149 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay 13 27.8 14.7 16.2 HCM LOS B D B C Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 73% 0% 70% 0% 87% 0% 42% Vol Right, % 0% 27% 0% 30% 0% 13% 0% 58% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 165 71 51 143 40 367 16 230 LT Vol 165 0 51 0 40 0 16 0 Through Vol 0 52 0 100 0 318 0 97 RT Vol 0 19 0 43 0 49 0 133 Lane Flow Rate 185 80 57 161 45 412 18 258 Geometry Grp 77777777 Degree of Util (X) 0.408 0.16 0.126 0.321 0.092 0.779 0.04 0.502 Departure Headway (Hd) 7.931 7.226 7.924 7.194 7.403 6.797 7.921 6.993 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 454 495 452 498 484 532 452 514 Service Time 5.691 4.986 5.688 4.958 5.152 4.546 5.678 4.749 HCM Lane V/C Ratio 0.407 0.162 0.126 0.323 0.093 0.774 0.04 0.502 HCM Control Delay 16.1 11.4 11.8 13.4 10.9 29.6 11 16.6 HCM Lane LOS C BBBBDBC HCM 95th-tile Q 2 0.6 0.4 1.4 0.3 7.1 0.1 2.8 HCM 6th AWSC Short Bkgrd PM 3: Prospect & LCR5 LT Lanes on all legs 09/23/2019 Synchro 10 Light Report sb pm lt lanes.syn Intersection Intersection Delay, s/veh 18.3 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 145 264 107 52 175 31 82 121 50 62 110 81 Future Vol, veh/h 145 264 107 52 175 31 82 121 50 62 110 81 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 Heavy Vehicles, % 222222222222 Mvmt Flow 154 281 114 55 186 33 87 129 53 66 117 86 Number of Lanes 110110110110 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2222 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2222 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2222 HCM Control Delay 23.5 15.3 14.3 14.8 HCM LOS C C B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 71% 0% 71% 0% 85% 0% 58% Vol Right, % 0% 29% 0% 29% 0% 15% 0% 42% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 82 171 145 371 52 206 62 191 LT Vol 82 0 145 0 52 0 62 0 Through Vol 0 121 0 264 0 175 0 110 RT Vol 0 50 0 107 0 31 0 81 Lane Flow Rate 87 182 154 395 55 219 66 203 Geometry Grp 77777777 Degree of Util (X) 0.2 0.381 0.324 0.749 0.124 0.451 0.151 0.42 Departure Headway (Hd) 8.26 7.535 7.552 6.834 8.037 7.415 8.261 7.441 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 434 477 475 529 445 484 434 484 Service Time 6.019 5.294 5.304 4.586 5.798 5.176 6.02 5.199 HCM Lane V/C Ratio 0.2 0.382 0.324 0.747 0.124 0.452 0.152 0.419 HCM Control Delay 13.1 14.9 13.9 27.3 11.9 16.2 12.5 15.5 HCM Lane LOS B B B D B C B C HCM 95th-tile Q 0.7 1.8 1.4 6.4 0.4 2.3 0.5 2.1 HCM 6th Signalized Intersection Summary Short Bkgrd AM 3: Prospect & LCR5 Existing Geometry 10/08/2019 Synchro 10 Light Report sb am existing geo signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 51 100 43 40 318 49 165 52 19 16 97 133 Future Volume (veh/h) 51 100 43 40 318 49 165 52 19 16 97 133 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 57 112 28 45 357 46 185 58 14 18 109 65 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 263 446 92 170 580 71 492 116 23 154 302 166 Arrive On Green 0.35 0.38 0.35 0.35 0.38 0.35 0.25 0.28 0.25 0.25 0.28 0.25 Sat Flow, veh/h 280 1159 238 99 1506 184 1013 413 82 80 1071 589 Grp Volume(v), veh/h 197 0 0 448 0 0 257 0 0 192 0 0 Grp Sat Flow(s),veh/h/ln 1678 0 0 1788 0 0 1508 0 0 1741 0 0 Q Serve(g_s), s 0.0 0.0 0.0 1.6 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.3 0.0 0.0 6.3 0.0 0.0 4.2 0.0 0.0 2.7 0.0 0.0 Prop In Lane 0.29 0.14 0.10 0.10 0.72 0.05 0.09 0.34 Lane Grp Cap(c), veh/h 745 0 0 761 0 0 581 0 0 564 0 0 V/C Ratio(X) 0.26 0.00 0.00 0.59 0.00 0.00 0.44 0.00 0.00 0.34 0.00 0.00 Avail Cap(c_a), veh/h 1445 0 0 1605 0 0 1273 0 0 1446 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 6.5 0.0 0.0 7.7 0.0 0.0 9.4 0.0 0.0 8.9 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.7 0.0 0.0 0.5 0.0 0.0 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.0 1.3 0.0 0.0 0.9 0.0 0.0 0.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 6.7 0.0 0.0 8.4 0.0 0.0 10.0 0.0 0.0 9.2 0.0 0.0 LnGrp LOS AAAAAAAAAAAA Approach Vol, veh/h 197 448 257 192 Approach Delay, s/veh 6.7 8.4 10.0 9.2 Approach LOS AAAA Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 16.5 13.4 16.5 13.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 25.0 23.0 25.0 23.0 Max Q Clear Time (g_c+I1), s 4.3 4.7 8.3 6.2 Green Ext Time (p_c), s 1.0 0.9 2.3 1.3 Intersection Summary HCM 6th Ctrl Delay 8.6 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd AM 3: Prospect & LCR5 Existing Geometry 10/08/2019 Synchro 10 Light Report sb am existing geo signal.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 31 29 31 29 Maximum Split (%) 51.7% 48.3% 51.7% 48.3% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 31 0 31 End Time (s) 31 0 31 0 Yield/Force Off (s) 25 54 25 54 Yield/Force Off 170(s) 14 54 14 54 Local Start Time (s) 0 31 0 31 Local Yield (s) 25 54 25 54 Local Yield 170(s) 14 54 14 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 50 Splits and Phases: 3: Prospect & LCR5 Queues Short Bkgrd AM 3: Prospect & LCR5 Existing Geometry 10/08/2019 Synchro 10 Light Report sb am existing geo signal.syn Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 217 457 264 276 v/c Ratio 0.35 0.66 0.59 0.41 Control Delay 10.6 16.5 18.1 8.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 10.6 16.5 18.1 8.7 Queue Length 50th (ft) 30 82 48 26 Queue Length 95th (ft) 83 197 129 83 Internal Link Dist (ft) 1192 341 270 1362 Turn Bay Length (ft) Base Capacity (vph) 959 1100 715 1021 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.23 0.42 0.37 0.27 Intersection Summary HCM 6th Signalized Intersection Summary Short Bkgrd PM 3: Prospect & LCR5 Existing Geometry & Control 10/08/2019 Synchro 10 Light Report sb pm existing geo signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 145 264 107 52 175 31 82 121 50 62 110 81 Future Volume (veh/h) 145 264 107 52 175 31 82 121 50 62 110 81 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 154 281 96 55 186 23 87 129 37 66 117 55 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 303 436 133 220 635 69 258 243 61 223 239 98 Arrive On Green 0.43 0.46 0.43 0.43 0.46 0.43 0.22 0.25 0.22 0.22 0.25 0.22 Sat Flow, veh/h 362 957 291 199 1393 152 462 988 249 350 972 397 Grp Volume(v), veh/h 531 0 0 264 0 0 253 0 0 238 0 0 Grp Sat Flow(s),veh/h/ln 1609 0 0 1743 0 0 1699 0 0 1719 0 0 Q Serve(g_s), s 6.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 9.1 0.0 0.0 3.1 0.0 0.0 4.2 0.0 0.0 3.9 0.0 0.0 Prop In Lane 0.29 0.18 0.21 0.09 0.34 0.15 0.28 0.23 Lane Grp Cap(c), veh/h 824 0 0 873 0 0 511 0 0 508 0 0 V/C Ratio(X) 0.64 0.00 0.00 0.30 0.00 0.00 0.49 0.00 0.00 0.47 0.00 0.00 Avail Cap(c_a), veh/h 1552 0 0 1606 0 0 1006 0 0 1013 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 7.5 0.0 0.0 5.9 0.0 0.0 11.3 0.0 0.0 11.2 0.0 0.0 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.2 0.0 0.0 0.7 0.0 0.0 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 0.0 0.6 0.0 0.0 1.2 0.0 0.0 1.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 8.3 0.0 0.0 6.1 0.0 0.0 12.1 0.0 0.0 11.9 0.0 0.0 LnGrp LOS AAAAAABAABAA Approach Vol, veh/h 531 264 253 238 Approach Delay, s/veh 8.3 6.1 12.1 11.9 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 20.3 13.2 20.3 13.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 18.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 11.1 5.9 5.1 6.2 Green Ext Time (p_c), s 3.2 0.9 1.5 1.0 Intersection Summary HCM 6th Ctrl Delay 9.3 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd PM 3: Prospect & LCR5 Existing Geometry & Control 10/08/2019 Synchro 10 Light Report sb pm existing geo signal.syn Phase Number 2468 Movement EBTL SBTL WBTL NBTL Lead/Lag Lead-Lag Optimize Recall Mode None Min None Min Maximum Split (s) 36 24 36 24 Maximum Split (%) 60.0% 40.0% 60.0% 40.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4444 All-Red Time (s) 2222 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 36 0 36 End Time (s) 36 0 36 0 Yield/Force Off (s) 30 54 30 54 Yield/Force Off 170(s) 19 54 19 54 Local Start Time (s) 0 36 0 36 Local Yield (s) 30 54 30 54 Local Yield 170(s) 19 54 19 54 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 3: Prospect & LCR5 Queues Short Bkgrd PM 3: Prospect & LCR5 Existing Geometry & Control 10/08/2019 Synchro 10 Light Report sb pm existing geo signal.syn Lane Group EBT WBT NBT SBT Lane Group Flow (vph) 549 274 269 269 v/c Ratio 0.76 0.37 0.59 0.54 Control Delay 17.8 9.3 20.2 17.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 17.8 9.3 20.2 17.6 Queue Length 50th (ft) 101 39 54 49 Queue Length 95th (ft) 235 93 139 129 Internal Link Dist (ft) 1192 341 270 1362 Turn Bay Length (ft) Base Capacity (vph) 1066 1091 648 694 Starvation Cap Reductn 0000 Spillback Cap Reductn 0000 Storage Cap Reductn 0000 Reduced v/c Ratio 0.52 0.25 0.42 0.39 Intersection Summary HCM 6th TWSC Short Bkgrd AM 6: Meadowaire & Prospect Existing Geometry & Control 08/27/2019 Synchro 10 Light Report sb am existing geo.syn Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 194 2 0 620 6 0 Future Vol, veh/h 194 2 0 620 6 0 Conflicting Peds, #/hr 0 00000 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 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 209 2 0 667 6 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 211 0 877 210 Stage 1 - - - - 210 - Stage 2 - - - - 667 - 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 - - 1360 - 319 830 Stage 1 - - - - 825 - Stage 2 - - - - 510 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1360 - 319 830 Mov Cap-2 Maneuver - - - - 319 - Stage 1 - - - - 825 - Stage 2 - - - - 510 - Approach EB WB NB HCM Control Delay, s 0 0 16.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 319 - - 1360 - HCM Lane V/C Ratio 0.02 ---- HCM Control Delay (s) 16.5 - - 0 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC Short Bkgrd PM 6: Meadowaire & Prospect Existing Geometry & Control 08/27/2019 Synchro 10 Light Report sb pm existing geo.syn Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 520 9 0 341 6 1 Future Vol, veh/h 520 9 0 341 6 1 Conflicting Peds, #/hr 0 00000 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 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 536 9 0 352 6 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 545 0 893 541 Stage 1 - - - - 541 - Stage 2 - - - - 352 - 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 - - 1024 - 312 541 Stage 1 - - - - 583 - Stage 2 - - - - 712 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1024 - 312 541 Mov Cap-2 Maneuver - - - - 312 - Stage 1 - - - - 583 - Stage 2 - - - - 712 - Approach EB WB NB HCM Control Delay, s 0 0 16.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 332 - - 1024 - HCM Lane V/C Ratio 0.022 ---- HCM Control Delay (s) 16.1 - - 0 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC Short Bkgrd AM 8: McLaughlin & Prospect Existing Geometry & Control 08/27/2019 Synchro 10 Light Report sb am existing geo.syn Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 194 2 1 625 2 2 Future Vol, veh/h 194 2 1 625 2 2 Conflicting Peds, #/hr 0 00000 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 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 209 2 1 672 2 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 211 0 884 210 Stage 1 - - - - 210 - Stage 2 - - - - 674 - 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 - - 1360 - 316 830 Stage 1 - - - - 825 - Stage 2 - - - - 506 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1360 - 316 830 Mov Cap-2 Maneuver - - - - 316 - Stage 1 - - - - 825 - Stage 2 - - - - 505 - Approach EB WB NB HCM Control Delay, s 0 0 12.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 458 - - 1360 - HCM Lane V/C Ratio 0.009 - - 0.001 - HCM Control Delay (s) 12.9 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Short Bkgrd PM 8: McLaughlin & Prospect Existing Geometry & Control 08/27/2019 Synchro 10 Light Report sb pm existing geo.syn Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 527 3 2 345 3 2 Future Vol, veh/h 527 3 2 345 3 2 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 538 3 2 352 3 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 541 0 896 540 Stage 1 - - - - 540 - Stage 2 - - - - 356 - 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 - - 1028 - 311 542 Stage 1 - - - - 584 - Stage 2 - - - - 709 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1028 - 310 542 Mov Cap-2 Maneuver - - - - 310 - Stage 1 - - - - 584 - Stage 2 - - - - 708 - Approach EB WB NB HCM Control Delay, s 0 0 14.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 374 - - 1028 - HCM Lane V/C Ratio 0.014 - - 0.002 - HCM Control Delay (s) 14.8 - - 8.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - APPENDIX F HCM 6th Signalized Intersection Summary Long Bkgrd AM 3: Prospect & LCR5 08/29/2019 Synchro 10 Light Report lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 80 165 70 65 520 90 250 100 35 35 145 185 Future Volume (veh/h) 80 165 70 65 520 90 250 100 35 35 145 185 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 84 174 0 68 547 0 263 105 0 37 153 22 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 339 685 554 611 673 545 483 460 364 388 251 187 Arrive On Green 0.08 0.37 0.00 0.07 0.36 0.00 0.17 0.25 0.00 0.05 0.13 0.12 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 84 174 0 68 547 0 263 105 0 37 153 22 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 1.7 4.0 0.0 1.4 16.2 0.0 7.1 2.7 0.0 1.1 4.7 0.8 Cycle Q Clear(g_c), s 1.7 4.0 0.0 1.4 16.2 0.0 7.1 2.7 0.0 1.1 4.7 0.8 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 339 685 554 611 673 545 483 460 364 388 251 187 V/C Ratio(X) 0.25 0.25 0.00 0.11 0.81 0.00 0.54 0.23 0.00 0.10 0.61 0.12 Avail Cap(c_a), veh/h 403 1068 879 686 1068 879 565 763 621 494 580 466 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.5 13.6 0.0 10.4 17.7 0.0 16.5 18.5 0.0 20.6 25.0 24.2 Incr Delay (d2), s/veh 0.4 0.2 0.0 0.1 2.6 0.0 1.0 0.2 0.0 0.1 2.4 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 0.6 1.4 0.0 0.4 6.2 0.0 2.5 1.1 0.0 0.4 2.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.9 13.8 0.0 10.5 20.4 0.0 17.4 18.7 0.0 20.7 27.4 24.5 LnGrp LOS BBABCABBACCC Approach Vol, veh/h 258 615 368 212 Approach Delay, s/veh 13.5 19.3 17.8 25.9 Approach LOS B B B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.4 27.4 13.2 13.2 7.8 27.1 6.3 20.1 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 34.0 12.0 18.0 6.0 34.0 6.0 24.0 Max Q Clear Time (g_c+I1), s 3.4 6.0 9.1 6.7 3.7 18.2 3.1 4.7 Green Ext Time (p_c), s 0.0 0.8 0.2 0.5 0.0 2.8 0.0 0.4 Intersection Summary HCM 6th Ctrl Delay 18.8 HCM 6th LOS B Timing Report, Sorted By Phase Long Bkgrd AM 3: Prospect & LCR5 08/29/2019 Synchro 10 Light Report lb am.syn Phase Number 12345678 Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None Maximum Split (s) 10 40 16 24 10 40 10 30 Maximum Split (%) 11.1% 44.4% 17.8% 26.7% 11.1% 44.4% 11.1% 33.3% Minimum Split (s) 9.5 24 9.5 24 9.5 24 9.5 24 Yellow Time (s) 34343434 All-Red Time (s) 12121212 Minimum Initial (s) 55555555 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 50 66 0 10 50 60 End Time (s) 10 50 66 0 10 50 60 0 Yield/Force Off (s) 6 44 62 84 6 44 56 84 Yield/Force Off 170(s) 6 33 62 73 6 33 56 73 Local Start Time (s) 80 0 40 56 80 0 40 50 Local Yield (s) 86 34 52 74 86 34 46 74 Local Yield 170(s) 86 23 52 63 86 23 46 63 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinated Natural Cycle 70 Splits and Phases: 3: Prospect & LCR5 Queues Long Bkgrd AM 3: Prospect & LCR5 08/29/2019 Synchro 10 Light Report lb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 84 174 74 68 547 95 263 105 37 37 153 195 v/c Ratio 0.28 0.25 0.11 0.11 0.80 0.14 0.49 0.18 0.07 0.08 0.47 0.47 Control Delay 12.3 18.5 0.3 10.3 31.5 0.4 20.8 24.8 0.2 16.8 35.5 9.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.3 18.5 0.3 10.3 31.5 0.4 20.8 24.8 0.2 16.8 35.5 9.1 Queue Length 50th (ft) 19 57 0 15 230 0 89 41 0 11 69 0 Queue Length 95th (ft) 46 112 0 39 392 0 163 87 0 31 133 55 Internal Link Dist (ft) 1192 341 270 1092 Turn Bay Length (ft) 250 250 250 250 250 250 250 Base Capacity (vph) 307 949 875 619 949 875 556 681 642 443 515 558 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.27 0.18 0.08 0.11 0.58 0.11 0.47 0.15 0.06 0.08 0.30 0.35 Intersection Summary HCM 6th Signalized Intersection Summary Long Bkgrd PM 3: Prospect & LCR5 08/29/2019 Synchro 10 Light Report lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 205 460 180 75 295 60 135 180 75 110 180 120 Future Volume (veh/h) 205 460 180 75 295 60 135 180 75 110 180 120 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 216 484 68 79 311 0 142 189 0 116 189 11 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 534 640 513 382 553 439 411 329 249 406 305 228 Arrive On Green 0.13 0.34 0.32 0.08 0.30 0.00 0.11 0.18 0.00 0.10 0.16 0.14 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 216 484 68 79 311 0 142 189 0 116 189 11 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 4.0 12.2 1.6 1.5 7.4 0.0 3.3 4.9 0.0 2.7 5.0 0.3 Cycle Q Clear(g_c), s 4.0 12.2 1.6 1.5 7.4 0.0 3.3 4.9 0.0 2.7 5.0 0.3 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 534 640 513 382 553 439 411 329 249 406 305 228 V/C Ratio(X) 0.40 0.76 0.13 0.21 0.56 0.00 0.35 0.58 0.00 0.29 0.62 0.05 Avail Cap(c_a), veh/h 638 1342 1107 468 1236 1018 554 777 628 471 671 539 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 9.9 15.5 12.7 11.6 15.8 0.0 15.5 20.0 0.0 15.7 20.6 19.5 Incr Delay (d2), s/veh 0.5 1.9 0.1 0.3 0.9 0.0 0.5 1.6 0.0 0.4 2.1 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 1.2 4.3 0.5 0.5 2.7 0.0 1.2 1.9 0.0 0.9 2.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.4 17.3 12.8 11.9 16.7 0.0 16.0 21.6 0.0 16.1 22.7 19.6 LnGrp LOS BBBBBABCABCB Approach Vol, veh/h 768 390 331 316 Approach Delay, s/veh 15.0 15.7 19.2 20.2 Approach LOS B B B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.4 23.1 8.8 13.6 9.9 20.7 8.1 14.3 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 37.0 9.0 18.0 9.0 34.0 6.0 21.0 Max Q Clear Time (g_c+I1), s 3.5 14.2 5.3 7.0 6.0 9.4 4.7 6.9 Green Ext Time (p_c), s 0.0 3.0 0.1 0.6 0.2 1.6 0.0 0.7 Intersection Summary HCM 6th Ctrl Delay 16.8 HCM 6th LOS B Timing Report, Sorted By Phase Long Bkgrd PM 3: Prospect & LCR5 08/29/2019 Synchro 10 Light Report lb pm.syn Phase Number 12345678 Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None Maximum Split (s) 10 43 13 24 13 40 10 27 Maximum Split (%) 11.1% 47.8% 14.4% 26.7% 14.4% 44.4% 11.1% 30.0% Minimum Split (s) 9.5 24 9.5 24 9.5 24 9.5 24 Yellow Time (s) 34343434 All-Red Time (s) 12121212 Minimum Initial (s) 55555555 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 53 66 0 13 53 63 End Time (s) 10 53 66 0 13 53 63 0 Yield/Force Off (s) 6 47 62 84 9 47 59 84 Yield/Force Off 170(s) 6 36 62 73 9 36 59 73 Local Start Time (s) 77 87 40 53 77 0 40 50 Local Yield (s) 83 34 49 71 86 34 46 71 Local Yield 170(s) 83 23 49 60 86 23 46 60 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinated Natural Cycle 70 Splits and Phases: 3: Prospect & LCR5 Lanes and Geometrics Long Bkgrd PM 3: Prospect & LCR5 08/29/2019 Synchro 10 Light Report 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) 250 0 250 250 250 250 250 250 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0.402 0.367 0.488 0.639 Satd. Flow (perm) 749 1863 1583 684 1863 1583 909 1863 1583 1190 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 189 133 133 133 Link Speed (mph) 45 45 45 45 Link Distance (ft) 1272 421 350 1172 Travel Time (s) 19.3 6.4 5.3 17.8 Intersection Summary Area Type: Other HCM 6th TWSC Long Bkgrd AM 6: Meadowaire & Prospect 08/29/2019 Synchro 10 Light Report lb am.syn Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 320 5 1 960 10 1 Future Vol, veh/h 320 5 1 960 10 1 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 250 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 337 5 1 1011 11 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 342 0 848 171 Stage 1 - - - - 340 - Stage 2 - - - - 508 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1214 - 300 843 Stage 1 - - - - 692 - Stage 2 - - - - 569 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1214 - 300 843 Mov Cap-2 Maneuver - - - - 300 - Stage 1 - - - - 692 - Stage 2 - - - - 568 - Approach EB WB NB HCM Control Delay, s 0 0 16.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 319 - - 1214 - HCM Lane V/C Ratio 0.036 - - 0.001 - HCM Control Delay (s) 16.7 - - 8 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC Long Bkgrd PM 6: Meadowaire & Prospect 08/29/2019 Synchro 10 Light Report lb pm.syn Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 850 10 1 555 5 1 Future Vol, veh/h 850 10 1 555 5 1 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 250 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 876 10 1 572 5 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 886 0 1169 443 Stage 1 - - - - 881 - Stage 2 - - - - 288 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 760 - 186 562 Stage 1 - - - - 365 - Stage 2 - - - - 735 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 760 - 186 562 Mov Cap-2 Maneuver - - - - 186 - Stage 1 - - - - 365 - Stage 2 - - - - 734 - Approach EB WB NB HCM Control Delay, s 0 0 22.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 209 - - 760 - HCM Lane V/C Ratio 0.03 - - 0.001 - HCM Control Delay (s) 22.8 - - 9.7 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC Long Bkgrd AM 8: McLaughlin & Prospect 08/29/2019 Synchro 10 Light Report lb am.syn Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 305 70 20 950 70 20 Future Vol, veh/h 305 70 20 950 70 20 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 - 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 22222 Mvmt Flow 321 74 21 1000 74 21 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 395 0 863 161 Stage 1 - - - - 321 - Stage 2 - - - - 542 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1160 - 294 855 Stage 1 - - - - 708 - Stage 2 - - - - 547 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1160 - 289 855 Mov Cap-2 Maneuver - - - - 289 - Stage 1 - - - - 708 - Stage 2 - - - - 537 - Approach EB WB NB HCM Control Delay, s 0 0.2 18.9 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 289 855 - - 1160 - HCM Lane V/C Ratio 0.255 0.025 - - 0.018 - HCM Control Delay (s) 21.7 9.3 - - 8.2 - HCM Lane LOS C A - - A - HCM 95th %tile Q(veh) 1 0.1 - - 0.1 - HCM 6th TWSC Long Bkgrd PM 8: McLaughlin & Prospect 08/29/2019 Synchro 10 Light Report lb pm.syn Intersection Int Delay, s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 840 70 20 540 80 20 Future Vol, veh/h 840 70 20 540 80 20 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 - 100 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 22222 Mvmt Flow 857 71 20 551 82 20 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 928 0 1173 429 Stage 1 - - - - 857 - Stage 2 - - - - 316 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 733 - 185 574 Stage 1 - - - - 376 - Stage 2 - - - - 712 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 733 - 180 574 Mov Cap-2 Maneuver - - - - 180 - Stage 1 - - - - 376 - Stage 2 - - - - 693 - Approach EB WB NB HCM Control Delay, s 0 0.4 34.8 HCM LOS D Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 180 574 - - 733 - HCM Lane V/C Ratio 0.454 0.036 - - 0.028 - HCM Control Delay (s) 40.6 11.5 - - 10.1 - HCM Lane LOS E B - - B - HCM 95th %tile Q(veh) 2.1 0.1 - - 0.1 - APPENDIX G HCM 6th Signalized Intersection Summary Short Total AM 3: Prospect & LCR5 08/28/2019 Synchro 10 Light Report st am signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 128 154 40 360 53 334 66 19 18 104 203 Future Volume (veh/h) 105 128 154 40 360 53 334 66 19 18 104 203 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 118 144 43 45 404 0 375 74 0 20 117 16 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 386 596 505 554 540 457 585 542 460 358 218 185 Arrive On Green 0.09 0.32 0.32 0.06 0.29 0.00 0.21 0.29 0.00 0.04 0.12 0.12 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 118 144 43 45 404 0 375 74 0 20 117 16 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 2.4 3.2 1.1 0.9 10.9 0.0 9.4 1.6 0.0 0.5 3.3 0.5 Cycle Q Clear(g_c), s 2.4 3.2 1.1 0.9 10.9 0.0 9.4 1.6 0.0 0.5 3.3 0.5 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 386 596 505 554 540 457 585 542 460 358 218 185 V/C Ratio(X) 0.31 0.24 0.09 0.08 0.75 0.00 0.64 0.14 0.00 0.06 0.54 0.09 Avail Cap(c_a), veh/h 443 1206 1022 666 1206 1022 585 804 681 507 637 539 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.4 14.0 13.3 12.1 18.0 0.0 14.5 14.7 0.0 20.0 23.2 22.0 Incr Delay (d2), s/veh 0.4 0.2 0.1 0.1 2.1 0.0 2.4 0.1 0.0 0.1 2.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 1.1 0.3 0.3 4.2 0.0 3.3 0.6 0.0 0.2 1.4 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.8 14.2 13.4 12.1 20.1 0.0 16.9 14.8 0.0 20.1 25.3 22.2 LnGrp LOS BBBBCABBACCC Approach Vol, veh/h 305 449 449 153 Approach Delay, s/veh 13.6 19.3 16.5 24.3 Approach LOS B B B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.5 22.8 15.0 11.5 8.2 21.1 5.3 21.2 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 35.0 11.0 18.0 6.0 35.0 6.0 23.0 Max Q Clear Time (g_c+I1), s 2.9 5.2 11.4 5.3 4.4 12.9 2.5 3.6 Green Ext Time (p_c), s 0.0 0.8 0.0 0.4 0.0 2.2 0.0 0.2 Intersection Summary HCM 6th Ctrl Delay 17.7 HCM 6th LOS B Timing Report, Sorted By Phase Short Total AM 3: Prospect & LCR5 08/28/2019 Synchro 10 Light Report st am signal.syn Phase Number 12345678 Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None Maximum Split (s) 10 41 15 24 10 41 10 29 Maximum Split (%) 11.1% 45.6% 16.7% 26.7% 11.1% 45.6% 11.1% 32.2% Minimum Split (s) 9.5 24 9.5 24 9.5 24 9.5 24 Yellow Time (s) 34343434 All-Red Time (s) 12121212 Minimum Initial (s) 55555555 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 51 66 0 10 51 61 End Time (s) 10 51 66 0 10 51 61 0 Yield/Force Off (s) 6 45 62 84 6 45 57 84 Yield/Force Off 170(s) 6 34 62 73 6 34 57 73 Local Start Time (s) 80 0 41 56 80 0 41 51 Local Yield (s) 86 35 52 74 86 35 47 74 Local Yield 170(s) 86 24 52 63 86 24 47 63 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinated Natural Cycle 70 Splits and Phases: 3: Prospect & LCR5 Queues Short Total AM 3: Prospect & LCR5 08/28/2019 Synchro 10 Light Report st am signal.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 118 144 173 45 404 60 375 74 21 20 117 228 v/c Ratio 0.31 0.22 0.25 0.08 0.67 0.09 0.64 0.11 0.03 0.04 0.37 0.50 Control Delay 11.8 17.2 3.8 9.6 26.0 0.3 22.0 18.4 0.1 14.4 30.6 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.8 17.2 3.8 9.6 26.0 0.3 22.0 18.4 0.1 14.4 30.6 8.7 Queue Length 50th (ft) 24 43 0 9 142 0 107 18 0 5 43 0 Queue Length 95th (ft) 55 88 33 26 248 0 223 63 0 19 99 55 Internal Link Dist (ft) 1192 341 270 1092 Turn Bay Length (ft) 250 250 250 250 250 250 250 250 Base Capacity (vph) 384 1082 996 601 1082 996 593 747 715 465 571 643 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.31 0.13 0.17 0.07 0.37 0.06 0.63 0.10 0.03 0.04 0.20 0.35 Intersection Summary HCM 6th Signalized Intersection Summary Short Total PM 3: Prospect & LCR5 08/28/2019 Synchro 10 Light Report st pm signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 190 290 212 52 192 33 150 128 50 65 121 115 Future Volume (veh/h) 190 290 212 52 192 33 150 128 50 65 121 115 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 202 309 77 55 204 0 160 136 0 69 129 7 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 549 493 418 434 378 320 500 339 287 480 271 230 Arrive On Green 0.14 0.26 0.26 0.08 0.20 0.00 0.13 0.18 0.00 0.09 0.14 0.14 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 202 309 77 55 204 0 160 136 0 69 129 7 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 3.3 6.1 1.6 1.0 4.1 0.0 2.9 2.7 0.0 1.3 2.6 0.2 Cycle Q Clear(g_c), s 3.3 6.1 1.6 1.0 4.1 0.0 2.9 2.7 0.0 1.3 2.6 0.2 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 549 493 418 434 378 320 500 339 287 480 271 230 V/C Ratio(X) 0.37 0.63 0.18 0.13 0.54 0.00 0.32 0.40 0.00 0.14 0.48 0.03 Avail Cap(c_a), veh/h 682 1619 1372 590 1529 1296 661 1080 915 619 990 839 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 9.4 13.5 11.9 11.2 14.9 0.0 11.9 15.0 0.0 12.7 16.3 15.3 Incr Delay (d2), s/veh 0.4 1.3 0.2 0.1 1.2 0.0 0.4 0.8 0.0 0.1 1.3 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 0.9 2.0 0.4 0.3 1.4 0.0 0.9 0.9 0.0 0.4 1.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.8 14.8 12.1 11.3 16.1 0.0 12.2 15.8 0.0 12.8 17.6 15.3 LnGrp LOS ABBBBABBABBB Approach Vol, veh/h 588 259 296 205 Approach Delay, s/veh 12.8 15.1 13.9 15.9 Approach LOS BBBB Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.4 16.0 8.3 11.0 8.9 13.4 6.7 12.5 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 35.0 8.0 21.0 8.0 33.0 6.0 23.0 Max Q Clear Time (g_c+I1), s 3.0 8.1 4.9 4.6 5.3 6.1 3.3 4.7 Green Ext Time (p_c), s 0.0 1.9 0.1 0.5 0.1 1.0 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 13.9 HCM 6th LOS B Timing Report, Sorted By Phase Short Total PM 3: Prospect & LCR5 08/28/2019 Synchro 10 Light Report st pm signal.syn Phase Number 12345678 Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None Maximum Split (s) 10 41 12 27 12 39 10 29 Maximum Split (%) 11.1% 45.6% 13.3% 30.0% 13.3% 43.3% 11.1% 32.2% Minimum Split (s) 9.5 24 9.5 24 9.5 24 9.5 24 Yellow Time (s) 34343434 All-Red Time (s) 12121212 Minimum Initial (s) 55555555 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 51 63 0 12 51 61 End Time (s) 10 51 63 0 12 51 61 0 Yield/Force Off (s) 6 45 59 84 8 45 57 84 Yield/Force Off 170(s) 6 34 59 73 8 34 57 73 Local Start Time (s) 78 88 39 51 78 0 39 49 Local Yield (s) 84 33 47 72 86 33 45 72 Local Yield 170(s) 84 22 47 61 86 22 45 61 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinated Natural Cycle 70 Splits and Phases: 3: Prospect & LCR5 Queues Short Total PM 3: Prospect & LCR5 08/28/2019 Synchro 10 Light Report st pm signal.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 202 309 226 55 204 35 160 136 53 69 129 122 v/c Ratio 0.33 0.44 0.31 0.10 0.43 0.07 0.32 0.29 0.11 0.15 0.37 0.30 Control Delay 10.8 19.0 4.1 9.2 22.1 0.3 14.4 22.2 0.4 13.0 26.1 6.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.8 19.0 4.1 9.2 22.1 0.3 14.4 22.2 0.4 13.0 26.1 6.8 Queue Length 50th (ft) 39 94 0 10 61 0 34 41 0 14 40 0 Queue Length 95th (ft) 82 174 42 27 121 0 84 96 0 42 95 35 Internal Link Dist (ft) 1192 341 270 1092 Turn Bay Length (ft) 250 250 250 250 250 250 250 250 Base Capacity (vph) 612 1236 1126 537 1167 1042 503 824 774 462 755 721 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.33 0.25 0.20 0.10 0.17 0.03 0.32 0.17 0.07 0.15 0.17 0.17 Intersection Summary HCM 6th TWSC Short Total AM 6: Meadowaire/East Entry & Prospect 08/28/2019 Synchro 10 Light Report st am signal.syn Intersection Int Delay, s/veh 10.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 87 278 2 0 734 167 6 0 0 109 0 33 Future Vol, veh/h 87 278 2 0 734 167 6 0 0 109 0 33 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 94 299 2 0 789 180 6 0 0 117 0 35 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 969 0 0 301 0 0 1385 1457 300 1277 1278 789 Stage 1 - ----- 488 488- 789 789- Stage 2 - ----- 897 969- 488 489- 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 711 - - 1260 - - 121 130 740 143 166 391 Stage 1 - ----- 561 550- 384 402- Stage 2 - ----- 334 332- 561 549- Platoon blocked, % - - - - Mov Cap-1 Maneuver 711 - - 1260 - - 99 113 740 129 144 391 Mov Cap-2 Maneuver - ----- 99 113- 129 144- Stage 1 - ----- 487 477- 333 402- Stage 2 - ----- 304 332- 487 477- Approach EB WB NB SB HCM Control Delay, s 2.6 0 43.9 96.5 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 99 711 - - 1260 - - 129 391 HCM Lane V/C Ratio 0.065 0.132 ----- 0.909 0.091 HCM Control Delay (s) 43.9 10.8 - - 0 - - 121.1 15.1 HCM Lane LOS E B - - A - - F C HCM 95th %tile Q(veh) 0.2 0.5 - - 0 - - 5.9 0.3 HCM 6th TWSC Short Total PM 6: Meadowaire/East Entry & Prospect 08/28/2019 Synchro 10 Light Report st pm signal.syn Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 593 9 0 394 66 6 0 1 103 0 40 Future Vol, veh/h 34 593 9 0 394 66 6 0 1 103 0 40 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 35 611 9 0 406 68 6 0 1 106 0 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 474 0 0 620 0 0 1147 1160 616 1092 1096 406 Stage 1 - ----- 686 686- 406 406- Stage 2 - ----- 461 474- 686 690- 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 1088 - - 960 - - 176 195 491 192 213 645 Stage 1 - ----- 438 448- 622 598- Stage 2 - ----- 581 558- 438 446- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1088 - - 960 - - 161 189 491 187 206 645 Mov Cap-2 Maneuver - ----- 161 189- 187 206- Stage 1 - ----- 424 434- 602 598- Stage 2 - ----- 544 558- 423 432- Approach EB WB NB SB HCM Control Delay, s 0.5 0 26.1 36.9 HCM LOS D E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 178 1088 - - 960 - - 187 645 HCM Lane V/C Ratio 0.041 0.032 ----- 0.568 0.064 HCM Control Delay (s) 26.1 8.4 - - 0 - - 46.9 11 HCM Lane LOS D A - - A - - E B HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 3 0.2 HCM 6th TWSC Short Total AM 6: Meadowaire/East Entry & Prospect With 2 WB Lanes on Prospect 09/20/2019 Synchro 10 Light Report st am signal 2 wb lanes.syn Intersection Int Delay, s/veh 12.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 87 278 2 0 734 167 6 0 0 109 0 33 Future Vol, veh/h 87 278 2 0 734 167 6 0 0 109 0 33 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 94 299 2 0 789 180 6 0 0 117 0 35 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 969 0 0 301 0 0 883 1457 300 1277 1278 395 Stage 1 - ----- 488 488- 789 789- Stage 2 - ----- 395 969- 488 489- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - ----- 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 709 - - 1258 - - 253 129 739 133 166 605 Stage 1 - ----- 560 549- 351 401- Stage 2 - ----- 602 331- 560 548- Platoon blocked, % - - - - Mov Cap-1 Maneuver 709 - - 1258 - - 214 112 739 119 144 605 Mov Cap-2 Maneuver - ----- 214 112- 119 144- Stage 1 - ----- 486 476- 304 401- Stage 2 - ----- 567 331- 486 475- Approach EB WB NB SB HCM Control Delay, s 2.6 0 22.3 116 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 214 709 - - 1258 - - 119 605 HCM Lane V/C Ratio 0.03 0.132 ----- 0.985 0.059 HCM Control Delay (s) 22.3 10.8 - - 0 - - 147.7 11.3 HCM Lane LOS C B - - A - - F B HCM 95th %tile Q(veh) 0.1 0.5 - - 0 - - 6.5 0.2 HCM 6th TWSC Short Total PM 6: Meadowaire/East Entry & Prospect With 2 WB Lanes Prospect 09/20/2019 Synchro 10 Light Report st pm signal 2 wb lanes.syn Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 593 9 0 394 66 6 0 1 103 0 40 Future Vol, veh/h 34 593 9 0 394 66 6 0 1 103 0 40 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 35 611 9 0 406 68 6 0 1 106 0 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 474 0 0 620 0 0 889 1160 616 1092 1096 203 Stage 1 - ----- 686 686- 406 406- Stage 2 - ----- 203 474- 686 690- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - ----- 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1086 - - 958 - - 251 195 490 180 213 805 Stage 1 - ----- 437 447- 593 597- Stage 2 - ----- 780 557- 437 445- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1086 - - 958 - - 232 189 490 175 206 805 Mov Cap-2 Maneuver - ----- 232 189- 175 206- Stage 1 - ----- 423 433- 574 597- Stage 2 - ----- 740 557- 422 431- Approach EB WB NB SB HCM Control Delay, s 0.5 0 19.8 40.9 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 251 1086 - - 958 - - 175 805 HCM Lane V/C Ratio 0.029 0.032 ----- 0.607 0.051 HCM Control Delay (s) 19.8 8.4 - - 0 - - 53 9.7 HCM Lane LOS C A - - A - - F A HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 3.3 0.2 HCM 6th TWSC Short Total AM 6: Meadowaire/East Entry & Prospect With 2 EB & WB Lanes on Prospect 10/07/2019 Synchro 10 Light Report st am signal 2 eb & wb lanes.syn Intersection Int Delay, s/veh 8.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 87 278 2 0 734 167 6 0 0 109 0 33 Future Vol, veh/h 87 278 2 0 734 167 6 0 0 109 0 33 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 94 299 2 0 789 180 6 0 0 117 0 35 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 969 0 0 301 0 0 883 1457 151 1127 1278 395 Stage 1 - ----- 488 488- 789 789- Stage 2 - ----- 395 969- 338 489- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 707 - - 1257 - - 240 129 868 159 165 604 Stage 1 - ----- 530 548- 350 400- Stage 2 - ----- 602 330- 650 548- Platoon blocked, % - - - - Mov Cap-1 Maneuver 707 - - 1257 - - 203 112 868 143 143 604 Mov Cap-2 Maneuver - ----- 203 112- 143 143- Stage 1 - ----- 460 475- 303 400- Stage 2 - ----- 567 330- 564 475- Approach EB WB NB SB HCM Control Delay, s 2.6 0 23.3 74.9 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 203 707 - - 1257 - - 143 604 HCM Lane V/C Ratio 0.032 0.132 ----- 0.82 0.059 HCM Control Delay (s) 23.3 10.9 - - 0 - - 94.1 11.3 HCM Lane LOS C B - - A - - F B HCM 95th %tile Q(veh) 0.1 0.5 - - 0 - - 5.2 0.2 HCM 6th TWSC Short Total PM 6: Meadowaire/East Entry & Prospect With 2 EB & WB Lanes Prospect 10/07/2019 Synchro 10 Light Report st pm signal 2 eb & wb lanes.syn Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 593 9 0 394 66 6 0 1 103 0 40 Future Vol, veh/h 34 593 9 0 394 66 6 0 1 103 0 40 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 35 611 9 0 406 68 6 0 1 106 0 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 474 0 0 620 0 0 889 1160 310 782 1096 203 Stage 1 - ----- 686 686- 406 406- Stage 2 - ----- 203 474- 376 690- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1084 - - 956 - - 238 194 686 284 212 804 Stage 1 - ----- 404 446- 593 596- Stage 2 - ----- 780 556- 617 444- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1084 - - 956 - - 220 188 686 277 205 804 Mov Cap-2 Maneuver - ----- 220 188- 277 205- Stage 1 - ----- 391 432- 574 596- Stage 2 - ----- 740 556- 596 430- Approach EB WB NB SB HCM Control Delay, s 0.5 0 20.2 21.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 244 1084 - - 956 - - 277 804 HCM Lane V/C Ratio 0.03 0.032 ----- 0.383 0.051 HCM Control Delay (s) 20.2 8.4 - - 0 - - 25.9 9.7 HCM Lane LOS C A - - A - - D A HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.7 0.2 HCM 2010 Roundabout Short Total AM 6: Meadowaire/East Entry & Prospect Roundabout 09/23/2019 Synchro 10 Light Report st am rndabt.syn Intersection Intersection Delay, s/veh 29.9 Intersection LOS D Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 395 969 6 152 Demand Flow Rate, veh/h 403 989 6 155 Vehicles Circulating, veh/h 119 102 520 811 Vehicles Exiting, veh/h 847 424 2 280 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.1 41.8 5.5 12.1 Approach LOS AEAB Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 403 989 6 155 Cap Entry Lane, veh/h 1003 1020 672 502 Entry HV Adj Factor 0.980 0.980 1.000 0.981 Flow Entry, veh/h 395 969 6 152 Cap Entry, veh/h 983 1000 672 492 V/C Ratio 0.402 0.969 0.009 0.309 Control Delay, s/veh 8.1 41.8 5.5 12.1 LOSAEAB 95th %tile Queue, veh 2 17 0 1 Lanes and Geometrics Short Total AM 6: Meadowaire/East Entry & Prospect Roundabout 09/23/2019 Synchro 10 Light Report st am rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 250 250 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.975 0.969 Flt Protected 0.988 0.950 0.963 Satd. Flow (prot) 0 1839 0 0 1816 0 0 1770 0 0 1738 0 Flt Permitted 0.988 0.950 0.963 Satd. Flow (perm) 0 1839 0 0 1816 0 0 1770 0 0 1738 0 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1380 1272 261 229 Travel Time (s) 20.9 19.3 5.9 5.2 Intersection Summary Area Type: Other HCM 6th Roundabout Short Total PM 6: Meadowaire/East Entry & Prospect Roundabout 09/23/2019 Synchro 10 Light Report st pm rndabt.syn Intersection Intersection Delay, s/veh 7.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 655 474 7 147 Demand Flow Rate, veh/h 668 483 7 150 Vehicles Circulating, veh/h 108 42 767 420 Vehicles Exiting, veh/h 462 732 9 105 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 9.1 6.2 5.8 5.7 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 668 483 7 150 Cap Entry Lane, veh/h 1236 1322 631 899 Entry HV Adj Factor 0.980 0.981 1.000 0.980 Flow Entry, veh/h 655 474 7 147 Cap Entry, veh/h 1211 1297 631 881 V/C Ratio 0.540 0.365 0.011 0.167 Control Delay, s/veh 9.1 6.2 5.8 5.7 LOSAAAA 95th %tile Queue, veh 3201 Lanes and Geometrics Short Total PM 6: Meadowaire/East Entry & Prospect Roundabout 09/23/2019 Synchro 10 Light Report st pm rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 250 250 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.981 0.981 0.962 Flt Protected 0.997 0.959 0.965 Satd. Flow (prot) 0 1853 0 0 1827 0 0 1752 0 0 1729 0 Flt Permitted 0.997 0.959 0.965 Satd. Flow (perm) 0 1853 0 0 1827 0 0 1752 0 0 1729 0 Link Speed (mph) 45 45 30 30 Link Distance (ft) 1380 1272 261 229 Travel Time (s) 20.9 19.3 5.9 5.2 Intersection Summary Area Type: Other HCM 6th TWSC Short Total AM 8: McLaughlin/West Entry & Prospect 08/28/2019 Synchro 10 Light Report st am signal.syn Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 61 293 2 1 664 108 2 0 2 72 0 65 Future Vol, veh/h 61 293 2 1 664 108 2 0 2 72 0 65 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 66 315 2 1 714 116 2 0 2 77 0 70 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 830 0 0 317 0 0 1257 1280 316 1165 1165 714 Stage 1 - ----- 448 448- 716 716- Stage 2 - ----- 809 832- 449 449- 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 802 - - 1243 - - 148 166 724 171 194 431 Stage 1 - ----- 590 573- 421 434- Stage 2 - ----- 374 384- 589 572- Platoon blocked, % - - - - Mov Cap-1 Maneuver 802 - - 1243 - - 116 152 724 160 178 431 Mov Cap-2 Maneuver - ----- 116 152- 160 178- Stage 1 - ----- 542 526- 386 434- Stage 2 - ----- 313 384- 539 525- Approach EB WB NB SB HCM Control Delay, s 1.7 0 23.4 31.8 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 200 802 - - 1243 - - 160 431 HCM Lane V/C Ratio 0.022 0.082 - - 0.001 - - 0.484 0.162 HCM Control Delay (s) 23.4 9.9 - - 7.9 - - 47 15 HCM Lane LOS C A - - A - - E C HCM 95th %tile Q(veh) 0.1 0.3 - - 0 - - 2.3 0.6 HCM 6th TWSC Short Total PM 8: McLaughlin/West Entry & Prospect 08/28/2019 Synchro 10 Light Report st pm signal.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 567 3 2 394 44 3 0 2 67 0 52 Future Vol, veh/h 25 567 3 2 394 44 3 0 2 67 0 52 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 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 22222222222 Mvmt Flow 26 579 3 2 402 45 3 0 2 68 0 53 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 447 0 0 582 0 0 1088 1084 581 1040 1040 402 Stage 1 - ----- 633 633- 406 406- Stage 2 - ----- 455 451- 634 634- 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 1113 - - 992 - - 193 217 514 208 230 648 Stage 1 - ----- 468 473- 622 598- Stage 2 - ----- 585 571- 467 473- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1113 - - 992 - - 174 212 514 203 224 648 Mov Cap-2 Maneuver - ----- 174 212- 203 224- Stage 1 - ----- 457 462- 608 597- Stage 2 - ----- 536 570- 454 462- Approach EB WB NB SB HCM Control Delay, s 0.3 0 20.5 22.6 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 237 1113 - - 992 - - 203 648 HCM Lane V/C Ratio 0.022 0.023 - - 0.002 - - 0.337 0.082 HCM Control Delay (s) 20.5 8.3 - - 8.6 - - 31.5 11.1 HCM Lane LOS C A - - A - - D B HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.4 0.3 HCM 6th TWSC Short Total AM 8: McLaughlin/West Entry & Prospect With 2 WB Lanes on Prospect 09/20/2019 Synchro 10 Light Report st am signal 2 wb lanes.syn Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 61 293 2 1 664 108 2 0 2 72 0 65 Future Vol, veh/h 61 293 2 1 664 108 2 0 2 72 0 65 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 66 315 2 1 714 116 2 0 2 77 0 70 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 830 0 0 317 0 0 807 1280 316 1165 1165 357 Stage 1 - ----- 448 448- 716 716- Stage 2 - ----- 359 832- 449 449- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - ----- 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 800 - - 1241 - - 286 165 724 160 193 640 Stage 1 - ----- 589 572- 388 433- Stage 2 - ----- 632 383- 588 571- Platoon blocked, % - - - - Mov Cap-1 Maneuver 800 - - 1241 - - 239 151 724 149 177 640 Mov Cap-2 Maneuver - ----- 239 151- 149 177- Stage 1 - ----- 541 525- 356 433- Stage 2 - ----- 563 383- 538 524- Approach EB WB NB SB HCM Control Delay, s 1.7 0 15.1 33.1 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 359 800 - - 1241 - - 149 640 HCM Lane V/C Ratio 0.012 0.082 - - 0.001 - - 0.52 0.109 HCM Control Delay (s) 15.1 9.9 - - 7.9 - - 52.7 11.3 HCM Lane LOS C A - - A - - F B HCM 95th %tile Q(veh) 0 0.3 - - 0 - - 2.5 0.4 HCM 6th TWSC Short Total PM 8: McLaughlin/West Entry & Prospect With 2 WB Lanes Prospect 09/20/2019 Synchro 10 Light Report st pm signal 2 wb lanes.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 567 3 2 394 44 3 0 2 67 0 52 Future Vol, veh/h 25 567 3 2 394 44 3 0 2 67 0 52 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 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 22222222222 Mvmt Flow 26 579 3 2 402 45 3 0 2 68 0 53 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 447 0 0 582 0 0 838 1084 581 1040 1040 201 Stage 1 - ----- 633 633- 406 406- Stage 2 - ----- 205 451- 634 634- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - ----- 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1111 - - 990 - - 272 216 513 196 230 807 Stage 1 - ----- 467 472- 593 597- Stage 2 - ----- 778 570- 466 472- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1111 - - 990 - - 249 211 513 191 224 807 Mov Cap-2 Maneuver - ----- 249 211- 191 224- Stage 1 - ----- 456 461- 579 596- Stage 2 - ----- 725 569- 453 461- Approach EB WB NB SB HCM Control Delay, s 0.3 0 16.7 23.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 314 1111 - - 990 - - 191 807 HCM Lane V/C Ratio 0.016 0.023 - - 0.002 - - 0.358 0.066 HCM Control Delay (s) 16.7 8.3 - - 8.6 - - 34 9.8 HCM Lane LOS C A - - A - - D A HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 1.5 0.2 HCM 6th TWSC Short Total AM 8: McLaughlin/West Entry & Prospect With 2 EB & WB Lanes on Prospect 10/07/2019 Synchro 10 Light Report st am signal 2 eb & wb lanes.syn Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 61 293 2 1 664 108 2 0 2 72 0 65 Future Vol, veh/h 61 293 2 1 664 108 2 0 2 72 0 65 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 66 315 2 1 714 116 2 0 2 77 0 70 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 830 0 0 317 0 0 807 1280 159 1006 1165 357 Stage 1 - ----- 448 448- 716 716- Stage 2 - ----- 359 832- 290 449- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 798 - - 1240 - - 273 165 858 195 193 639 Stage 1 - ----- 560 571- 387 432- Stage 2 - ----- 632 382- 694 571- Platoon blocked, % - - - - Mov Cap-1 Maneuver 798 - - 1240 - - 228 151 858 182 177 639 Mov Cap-2 Maneuver - ----- 228 151- 182 177- Stage 1 - ----- 514 524- 355 432- Stage 2 - ----- 562 382- 635 524- Approach EB WB NB SB HCM Control Delay, s 1.7 0 15.1 25.7 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 360 798 - - 1240 - - 182 639 HCM Lane V/C Ratio 0.012 0.082 - - 0.001 - - 0.425 0.109 HCM Control Delay (s) 15.1 9.9 - - 7.9 - - 38.7 11.3 HCM Lane LOS C A - - A - - E B HCM 95th %tile Q(veh) 0 0.3 - - 0 - - 1.9 0.4 HCM 6th TWSC Short Total PM 8: McLaughlin/West Entry & Prospect With 2 EB & WB Lanes Prospect 10/07/2019 Synchro 10 Light Report st pm signal 2 eb & wb lanes.syn Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 567 3 2 394 44 3 0 2 67 0 52 Future Vol, veh/h 25 567 3 2 394 44 3 0 2 67 0 52 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 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 22222222222 Mvmt Flow 26 579 3 2 402 45 3 0 2 68 0 53 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 447 0 0 582 0 0 838 1084 291 748 1040 201 Stage 1 - ----- 633 633- 406 406- Stage 2 - ----- 205 451- 342 634- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1110 - - 988 - - 259 216 706 301 229 806 Stage 1 - ----- 434 472- 593 596- Stage 2 - ----- 778 569- 646 471- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1110 - - 988 - - 237 211 706 294 223 806 Mov Cap-2 Maneuver - ----- 237 211- 294 223- Stage 1 - ----- 424 461- 579 595- Stage 2 - ----- 725 568- 629 460- Approach EB WB NB SB HCM Control Delay, s 0.3 0 16.3 16 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 323 1110 - - 988 - - 294 806 HCM Lane V/C Ratio 0.016 0.023 - - 0.002 - - 0.233 0.066 HCM Control Delay (s) 16.3 8.3 - - 8.7 - - 20.9 9.8 HCM Lane LOS C A - - A - - C A HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.9 0.2 HCM 2010 Roundabout Short Total AM 8: McLaughlin/West Entry & Prospect Roundabout 09/23/2019 Synchro 10 Light Report st am rndabt.syn Intersection Intersection Delay, s/veh 15.4 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 383 831 4 147 Demand Flow Rate, veh/h 390 847 4 150 Vehicles Circulating, veh/h 80 69 467 731 Vehicles Exiting, veh/h 801 402 3 185 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.5 19.9 5.1 10.7 Approach LOS A C A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 390 847 4 150 Cap Entry Lane, veh/h 1043 1055 708 544 Entry HV Adj Factor 0.981 0.981 1.000 0.980 Flow Entry, veh/h 383 831 4 147 Cap Entry, veh/h 1024 1034 708 533 V/C Ratio 0.374 0.803 0.006 0.276 Control Delay, s/veh 7.5 19.9 5.1 10.7 LOS A C A B 95th %tile Queue, veh 2901 Lanes and Geometrics Short Total AM 8: McLaughlin/West Entry & Prospect Roundabout 09/23/2019 Synchro 10 Light Report st am rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 250 250 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.981 0.932 0.936 Flt Protected 0.991 0.976 0.974 Satd. Flow (prot) 0 1844 0 0 1827 0 0 1694 0 0 1698 0 Flt Permitted 0.991 0.976 0.974 Satd. Flow (perm) 0 1844 0 0 1827 0 0 1694 0 0 1698 0 Link Speed (mph) 45 45 30 30 Link Distance (ft) 378 1380 240 208 Travel Time (s) 5.7 20.9 5.5 4.7 Intersection Summary Area Type: Other HCM 6th Roundabout Short Total PM 8: McLaughlin/West Entry & Prospect Roundabout 09/23/2019 Synchro 10 Light Report st pm rndabt.syn Intersection Intersection Delay, s/veh 6.9 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 608 449 5 121 Demand Flow Rate, veh/h 621 458 5 123 Vehicles Circulating, veh/h 71 30 687 415 Vehicles Exiting, veh/h 467 662 5 73 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.9 5.9 5.3 5.4 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 621 458 5 123 Cap Entry Lane, veh/h 1283 1338 685 904 Entry HV Adj Factor 0.980 0.980 1.000 0.984 Flow Entry, veh/h 608 449 5 121 Cap Entry, veh/h 1257 1312 685 889 V/C Ratio 0.484 0.342 0.007 0.136 Control Delay, s/veh 7.9 5.9 5.3 5.4 LOSAAAA 95th %tile Queue, veh 3200 Lanes and Geometrics Short Total PM 8: McLaughlin/West Entry & Prospect Roundabout 09/23/2019 Synchro 10 Light Report st pm rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 250 250 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.986 0.946 0.941 Flt Protected 0.998 0.971 0.973 Satd. Flow (prot) 0 1857 0 0 1837 0 0 1711 0 0 1706 0 Flt Permitted 0.998 0.971 0.973 Satd. Flow (perm) 0 1857 0 0 1837 0 0 1711 0 0 1706 0 Link Speed (mph) 45 45 30 30 Link Distance (ft) 378 1380 240 208 Travel Time (s) 5.7 20.9 5.5 4.7 Intersection Summary Area Type: Other HCM 6th TWSC Short Total AM 10: LCR5 & Staff Entry 08/28/2019 Synchro 10 Light Report st am signal.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 15 30 186 297 5 Future Vol, veh/h 2 15 30 186 297 5 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 2 18 35 219 349 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 641 352 355 0 - 0 Stage 1 352 ----- Stage 2 289 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 439 692 1204 - - - Stage 1 712 ----- Stage 2 760 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 426 692 1204 - - - Mov Cap-2 Maneuver 426 ----- Stage 1 691 ----- Stage 2 760 ----- Approach EB NB SB HCM Control Delay, s 10.8 1.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1204 - 645 - - HCM Lane V/C Ratio 0.029 - 0.031 - - HCM Control Delay (s) 8.1 - 10.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC Short Total PM 10: LCR5 & Staff Entry 08/28/2019 Synchro 10 Light Report st pm signal.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 23 15 318 273 2 Future Vol, veh/h 4 23 15 318 273 2 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 5 27 18 374 321 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 732 322 323 0 - 0 Stage 1 322 ----- Stage 2 410 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 388 719 1237 - - - Stage 1 735 ----- Stage 2 670 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 382 719 1237 - - - Mov Cap-2 Maneuver 382 ----- Stage 1 724 ----- Stage 2 670 ----- Approach EB NB SB HCM Control Delay, s 11 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1237 - 636 - - HCM Lane V/C Ratio 0.014 - 0.05 - - HCM Control Delay (s) 8 - 11 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.2 - - APPENDIX H HCM 6th TWSC Short Total AM 6: Meadowaire/East Entry & Prospect RT Access 08/29/2019 Synchro 10 Light Report st am rt access.syn Intersection Int Delay, s/veh 11.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 87 278 2 0 756 145 6 0 0 109 0 5 Future Vol, veh/h 87 278 2 0 756 145 6 0 0 109 0 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 94 299 2 0 813 156 6 0 0 117 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 969 0 0 301 0 0 1382 1457 300 1301 1302 813 Stage 1 - ----- 488 488- 813 813- Stage 2 - ----- 894 969- 488 489- 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 711 - - 1260 - - 121 130 740 138 161 378 Stage 1 - ----- 561 550- 372 392- Stage 2 - ----- 336 332- 561 549- Platoon blocked, % - - - - Mov Cap-1 Maneuver 711 - - 1260 - - 107 113 740 124 140 378 Mov Cap-2 Maneuver - ----- 107 113- 124 140- Stage 1 - ----- 487 477- 323 392- Stage 2 - ----- 331 332- 487 477- Approach EB WB NB SB HCM Control Delay, s 2.6 0 40.8 128.3 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 107 711 - - 1260 - - 124 378 HCM Lane V/C Ratio 0.06 0.132 ----- 0.945 0.014 HCM Control Delay (s) 40.8 10.8 - - 0 - - 133.5 14.7 HCM Lane LOS E B - - A - - F B HCM 95th %tile Q(veh) 0.2 0.5 - - 0 - - 6.2 0 HCM 6th TWSC Short Total PM 6: Meadowaire/East Entry & Prospect RT Access 08/29/2019 Synchro 10 Light Report st pm rt access.syn Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 593 9 0 400 60 6 0 1 103 0 6 Future Vol, veh/h 34 593 9 0 400 60 6 0 1 103 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 35 611 9 0 412 62 6 0 1 106 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 474 0 0 620 0 0 1132 1160 616 1098 1102 412 Stage 1 - ----- 686 686- 412 412- Stage 2 - ----- 446 474- 686 690- 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 1088 - - 960 - - 180 195 491 190 212 640 Stage 1 - ----- 438 448- 617 594- Stage 2 - ----- 591 558- 438 446- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1088 - - 960 - - 174 189 491 185 205 640 Mov Cap-2 Maneuver - ----- 174 189- 185 205- Stage 1 - ----- 424 434- 597 594- Stage 2 - ----- 585 558- 423 432- Approach EB WB NB SB HCM Control Delay, s 0.5 0 24.5 45.8 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 192 1088 - - 960 - - 185 640 HCM Lane V/C Ratio 0.038 0.032 ----- 0.574 0.01 HCM Control Delay (s) 24.5 8.4 - - 0 - - 47.8 10.7 HCM Lane LOS C A - - A - - E B HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 3.1 0 HCM 6th TWSC Short Total AM 6: Meadowaire/East Entry & Prospect RT Access with 2 WB Lanes on Prospect 09/20/2019 Synchro 10 Light Report st am rt access 2 wb lanes.syn Intersection Int Delay, s/veh 13.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 87 278 2 0 756 145 6 0 0 109 0 5 Future Vol, veh/h 87 278 2 0 756 145 6 0 0 109 0 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 94 299 2 0 813 156 6 0 0 117 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 969 0 0 301 0 0 895 1457 300 1301 1302 407 Stage 1 - ----- 488 488- 813 813- Stage 2 - ----- 407 969- 488 489- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - ----- 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 709 - - 1258 - - 248 129 739 128 160 594 Stage 1 - ----- 560 549- 339 391- Stage 2 - ----- 593 331- 560 548- Platoon blocked, % - - - - Mov Cap-1 Maneuver 709 - - 1258 - - 221 112 739 ~ 115 139 594 Mov Cap-2 Maneuver - ----- 221 112- ~ 115 139- Stage 1 - ----- 486 476- 294 391- Stage 2 - ----- 588 331- 486 475- Approach EB WB NB SB HCM Control Delay, s 2.6 0 21.8 153.9 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 221 709 - - 1258 - - 115 594 HCM Lane V/C Ratio 0.029 0.132 ----- 1.019 0.009 HCM Control Delay (s) 21.8 10.8 - - 0 - - 160.5 11.1 HCM Lane LOS C B - - A - - F B HCM 95th %tile Q(veh) 0.1 0.5 - - 0 - - 6.8 0 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Total PM 6: Meadowaire/East Entry & Prospect RT Access with 2 WB Lanes on Prospect 09/20/2019 Synchro 10 Light Report st pm rt access 2 wb lanes.syn Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 593 9 0 400 60 6 0 1 103 0 6 Future Vol, veh/h 34 593 9 0 400 60 6 0 1 103 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 35 611 9 0 412 62 6 0 1 106 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 474 0 0 620 0 0 892 1160 616 1098 1102 206 Stage 1 - ----- 686 686- 412 412- Stage 2 - ----- 206 474- 686 690- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - ----- 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1086 - - 958 - - 249 195 490 178 211 801 Stage 1 - ----- 437 447- 589 593- Stage 2 - ----- 777 557- 437 445- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1086 - - 958 - - 241 189 490 173 204 801 Mov Cap-2 Maneuver - ----- 241 189- 173 204- Stage 1 - ----- 423 433- 570 593- Stage 2 - ----- 771 557- 422 431- Approach EB WB NB SB HCM Control Delay, s 0.5 0 19.2 51.7 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 260 1086 - - 958 - - 173 801 HCM Lane V/C Ratio 0.028 0.032 ----- 0.614 0.008 HCM Control Delay (s) 19.2 8.4 - - 0 - - 54.2 9.5 HCM Lane LOS C A - - A - - F A HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 3.4 0 HCM 6th TWSC Short Total AM 6: Meadowaire/East Entry & Prospect RT Access with 2 EB & WB Lanes on Prospect 10/07/2019 Synchro 10 Light Report st am rt access 2 eb & wb lanes.syn Intersection Int Delay, s/veh 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 87 278 2 0 756 145 6 0 0 109 0 5 Future Vol, veh/h 87 278 2 0 756 145 6 0 0 109 0 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 94 299 2 0 813 156 6 0 0 117 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 969 0 0 301 0 0 895 1457 151 1151 1302 407 Stage 1 - ----- 488 488- 813 813- Stage 2 - ----- 407 969- 338 489- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 707 - - 1257 - - 235 129 868 153 160 593 Stage 1 - ----- 530 548- 339 390- Stage 2 - ----- 592 330- 650 548- Platoon blocked, % - - - - Mov Cap-1 Maneuver 707 - - 1257 - - 209 112 868 137 139 593 Mov Cap-2 Maneuver - ----- 209 112- 137 139- Stage 1 - ----- 460 475- 294 390- Stage 2 - ----- 587 330- 564 475- Approach EB WB NB SB HCM Control Delay, s 2.6 0 22.8 100.4 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 209 707 - - 1257 - - 137 593 HCM Lane V/C Ratio 0.031 0.132 ----- 0.856 0.009 HCM Control Delay (s) 22.8 10.9 - - 0 - - 104.5 11.1 HCM Lane LOS C B - - A - - F B HCM 95th %tile Q(veh) 0.1 0.5 - - 0 - - 5.5 0 HCM 6th TWSC Short Total PM 6: Meadowaire/East Entry & Prospect RT Access with 2 EB & WB Lanes on Prospect 10/07/2019 Synchro 10 Light Report st pm rt access 2 eb & wb lanes.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 593 9 0 400 60 6 0 1 103 0 6 Future Vol, veh/h 34 593 9 0 400 60 6 0 1 103 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 35 611 9 0 412 62 6 0 1 106 0 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 474 0 0 620 0 0 892 1160 310 788 1102 206 Stage 1 - ----- 686 686- 412 412- Stage 2 - ----- 206 474- 376 690- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1084 - - 956 - - 237 194 686 282 210 800 Stage 1 - ----- 404 446- 588 593- Stage 2 - ----- 777 556- 617 444- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1084 - - 956 - - 229 188 686 275 203 800 Mov Cap-2 Maneuver - ----- 229 188- 275 203- Stage 1 - ----- 391 432- 569 593- Stage 2 - ----- 771 556- 596 430- Approach EB WB NB SB HCM Control Delay, s 0.5 0 19.6 25.2 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 253 1084 - - 956 - - 275 800 HCM Lane V/C Ratio 0.029 0.032 ----- 0.386 0.008 HCM Control Delay (s) 19.6 8.4 - - 0 - - 26.1 9.5 HCM Lane LOS C A - - A - - D A HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.7 0 HCM 6th Roundabout Short Total AM 6: Meadowaire/East Entry & Prospect RT Access 10/07/2019 Synchro 10 Light Report st am rt access rndabt.syn Intersection Intersection Delay, s/veh 13.5 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 395 969 6 122 Demand Flow Rate, veh/h 403 988 6 124 Vehicles Circulating, veh/h 119 102 520 835 Vehicles Exiting, veh/h 840 424 2 255 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.1 17.2 4.5 8.9 Approach LOS A C A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 403 988 6 124 Cap Entry Lane, veh/h 1222 1244 812 589 Entry HV Adj Factor 0.980 0.981 1.000 0.984 Flow Entry, veh/h 395 969 6 122 Cap Entry, veh/h 1198 1219 812 579 V/C Ratio 0.330 0.795 0.007 0.211 Control Delay, s/veh 6.1 17.2 4.5 8.9 LOS A C A A 95th %tile Queue, veh 1901 Lanes and Geometrics Short Total AM 6: Meadowaire/East Entry & Prospect RT Access 10/07/2019 Synchro 10 Light Report st am rt access rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 250 250 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.978 0.994 Flt Protected 0.988 0.950 0.954 Satd. Flow (prot) 0 1839 0 0 1822 0 0 1770 0 0 1766 0 Flt Permitted 0.988 0.950 0.954 Satd. Flow (perm) 0 1839 0 0 1822 0 0 1770 0 0 1766 0 Link Speed (mph) 45 45 30 30 Link Distance (ft) 700 1272 261 229 Travel Time (s) 10.6 19.3 5.9 5.2 Intersection Summary Area Type: Other HCM 6th Roundabout Short Total PM 6: Meadowaire/East Entry & Prospect RT Access 10/07/2019 Synchro 10 Light Report st pm rt access rndabt.syn Intersection Intersection Delay, s/veh 7.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 655 474 7 112 Demand Flow Rate, veh/h 668 483 7 114 Vehicles Circulating, veh/h 108 42 767 426 Vehicles Exiting, veh/h 432 732 9 99 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 9.1 6.2 5.8 5.3 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 668 483 7 114 Cap Entry Lane, veh/h 1236 1322 631 894 Entry HV Adj Factor 0.980 0.981 1.000 0.982 Flow Entry, veh/h 655 474 7 112 Cap Entry, veh/h 1211 1297 631 878 V/C Ratio 0.540 0.365 0.011 0.128 Control Delay, s/veh 9.1 6.2 5.8 5.3 LOSAAAA 95th %tile Queue, veh 3200 Lanes and Geometrics Short Total PM 6: Meadowaire/East Entry & Prospect RT Access 10/07/2019 Synchro 10 Light Report st pm rt access rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 250 250 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.982 0.981 0.993 Flt Protected 0.997 0.959 0.955 Satd. Flow (prot) 0 1853 0 0 1829 0 0 1752 0 0 1766 0 Flt Permitted 0.997 0.959 0.955 Satd. Flow (perm) 0 1853 0 0 1829 0 0 1752 0 0 1766 0 Link Speed (mph) 45 45 30 30 Link Distance (ft) 700 1272 261 229 Travel Time (s) 10.6 19.3 5.9 5.2 Intersection Summary Area Type: Other HCM 6th TWSC Short Total AM 14: Prospect & RT Access RT Access 08/29/2019 Synchro 10 Light Report st am rt access.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 367 658 109 0 38 Future Vol, veh/h 0 367 658 109 0 38 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 100 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 0 412 739 122 0 43 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 739 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.22 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.318 Pot Cap-1 Maneuver 0 - - - 0 417 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 417 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0 0 14.6 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 417 HCM Lane V/C Ratio - - - 0.102 HCM Control Delay (s) - - - 14.6 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.3 HCM 6th TWSC Short Total PM 14: Prospect & RT Access RT Access 08/29/2019 Synchro 10 Light Report st pm rt access.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 636 367 45 0 43 Future Vol, veh/h 0 636 367 45 0 43 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 100 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 0 715 412 51 0 48 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 412 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.22 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.318 Pot Cap-1 Maneuver 0 - - - 0 640 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 640 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 640 HCM Lane V/C Ratio - - - 0.075 HCM Control Delay (s) - - - 11.1 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.2 HCM 6th TWSC Short Total AM 14: Prospect & RT Access RT Access with 2 WB Lanes on Prospect 09/20/2019 Synchro 10 Light Report st am rt access 2 wb lanes.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 367 658 109 0 38 Future Vol, veh/h 0 367 658 109 0 38 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 100 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 0 412 739 122 0 43 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 370 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver 0 - - - 0 628 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 628 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0 0 11.2 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 628 HCM Lane V/C Ratio - - - 0.068 HCM Control Delay (s) - - - 11.2 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.2 HCM 6th TWSC Short Total PM 14: Prospect & RT Access RT Access with 2 WB Lanes on Prospect 09/20/2019 Synchro 10 Light Report st pm rt access 2 wb lanes.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 636 367 45 0 43 Future Vol, veh/h 0 636 367 45 0 43 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 100 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 0 715 412 51 0 48 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 206 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver 0 - - - 0 801 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 801 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 801 HCM Lane V/C Ratio - - - 0.06 HCM Control Delay (s) - - - 9.8 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.2 HCM 6th TWSC Short Total AM 14: Prospect & RT Access RT Access with 2 EB & WB Lanes on Prospect 10/07/2019 Synchro 10 Light Report st am rt access 2 eb & wb lanes.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 367 658 109 0 38 Future Vol, veh/h 0 367 658 109 0 38 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 100 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 0 412 739 122 0 43 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 370 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.94 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.32 Pot Cap-1 Maneuver 0 - - - 0 627 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 627 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0 0 11.2 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 627 HCM Lane V/C Ratio - - - 0.068 HCM Control Delay (s) - - - 11.2 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.2 HCM 6th TWSC Short Total PM 14: Prospect & RT Access RT Access with 2 EB & WB Lanes on Prospect 10/07/2019 Synchro 10 Light Report st pm rt access 2 eb & wb lanes.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 636 367 45 0 43 Future Vol, veh/h 0 636 367 45 0 43 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 100 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 0 715 412 51 0 48 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 206 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.94 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.32 Pot Cap-1 Maneuver 0 - - - 0 800 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 800 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 800 HCM Lane V/C Ratio - - - 0.06 HCM Control Delay (s) - - - 9.8 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.2 HCM 6th TWSC Short Total AM 8: McLaughlin/West Entry & Prospect RT Access 10/07/2019 Synchro 10 Light Report st am rt access.syn Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 61 293 2 1 674 21 2 0 2 72 0 55 Future Vol, veh/h 61 293 2 1 674 21 2 0 2 72 0 55 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 66 315 2 1 725 23 2 0 2 77 0 59 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 748 0 0 317 0 0 1216 1198 316 1176 1176 725 Stage 1 - ----- 448 448- 727 727- Stage 2 - ----- 768 750- 449 449- 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 861 - - 1243 - - 158 186 724 168 191 425 Stage 1 - ----- 590 573- 415 429- Stage 2 - ----- 394 419- 589 572- Platoon blocked, % - - - - Mov Cap-1 Maneuver 861 - - 1243 - - 128 171 724 158 176 425 Mov Cap-2 Maneuver - ----- 128 171- 158 176- Stage 1 - ----- 545 529- 383 429- Stage 2 - ----- 339 419- 542 528- Approach EB WB NB SB HCM Control Delay, s 1.6 0 21.8 33.6 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 218 861 - - 1243 - - 158 425 HCM Lane V/C Ratio 0.02 0.076 - - 0.001 - - 0.49 0.139 HCM Control Delay (s) 21.8 9.5 - - 7.9 - - 47.9 14.8 HCM Lane LOS C A - - A - - E B HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 2.3 0.5 HCM 6th TWSC Short Total PM 8: McLaughlin/West Entry & Prospect RT Access 08/29/2019 Synchro 10 Light Report st pm rt access.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 567 3 2 403 530267043 Future Vol, veh/h 25 567 3 2 403 530267043 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 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 22222222222 Mvmt Flow 26 579 3 2 411 530268044 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 416 0 0 582 0 0 1073 1053 581 1049 1049 411 Stage 1 - ----- 633 633- 415 415- Stage 2 - ----- 440 420- 634 634- 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 1143 - - 992 - - 198 226 514 205 227 641 Stage 1 - ----- 468 473- 615 592- Stage 2 - ----- 596 589- 467 473- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1143 - - 992 - - 181 220 514 200 221 641 Mov Cap-2 Maneuver - ----- 181 220- 200 221- Stage 1 - ----- 457 462- 601 591- Stage 2 - ----- 554 588- 455 462- Approach EB WB NB SB HCM Control Delay, s 0.3 0 20.1 23.9 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 244 1143 - - 992 - - 200 641 HCM Lane V/C Ratio 0.021 0.022 - - 0.002 - - 0.342 0.068 HCM Control Delay (s) 20.1 8.2 - - 8.6 - - 32.1 11 HCM Lane LOS C A - - A - - D B HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1.4 0.2 HCM 6th TWSC Short Total AM 8: McLaughlin/West Entry & Prospect RT Access with 2 WB Lanes on Prospect 09/20/2019 Synchro 10 Light Report st am rt access 2 wb lanes.syn Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 61 29 2 1 674 21 2 0 2 72 0 55 Future Vol, veh/h 61 29 2 1 674 21 2 0 2 72 0 55 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 66 31 2 1 725 23 2 0 2 77 0 59 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 748 0 0 33 0 0 529 914 32 892 892 363 Stage 1 - ----- 164 164- 727 727- Stage 2 - ----- 365 750- 165 165- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - ----- 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 859 - - 1578 - - 446 272 1041 249 281 635 Stage 1 - ----- 837 762- 382 428- Stage 2 - ----- 627 418- 836 761- Platoon blocked, % - - - - Mov Cap-1 Maneuver 859 - - 1578 - - 380 251 1041 234 259 635 Mov Cap-2 Maneuver - ----- 380 251- 234 259- Stage 1 - ----- 773 703- 353 428- Stage 2 - ----- 568 418- 770 702- Approach EB WB NB SB HCM Control Delay, s 6.3 0 11.5 20.7 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 557 859 - - 1578 - - 234 635 HCM Lane V/C Ratio 0.008 0.076 - - 0.001 - - 0.331 0.093 HCM Control Delay (s) 11.5 9.5 - - 7.3 - - 27.8 11.3 HCM Lane LOS B A - - A - - D B HCM 95th %tile Q(veh) 0 0.2 - - 0 - - 1.4 0.3 HCM 6th TWSC Short Total PM 8: McLaughlin/West Entry & Prospect RT Access with 2 WB Lanes on Prospect 09/20/2019 Synchro 10 Light Report st pm rt access 2 wb lanes.syn Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 567 3 2 403 530267043 Future Vol, veh/h 25 567 3 2 403 530267043 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 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 22222222222 Mvmt Flow 26 579 3 2 411 530268044 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 416 0 0 582 0 0 843 1053 581 1049 1049 206 Stage 1 - ----- 633 633- 415 415- Stage 2 - ----- 210 420- 634 634- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.53 5.53 - Critical Hdwy Stg 2 - ----- 6.53 5.53 - 6.13 5.53 - Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1141 - - 990 - - 270 226 513 193 227 801 Stage 1 - ----- 467 472- 586 592- Stage 2 - ----- 773 589- 466 472- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1141 - - 990 - - 250 220 513 189 221 801 Mov Cap-2 Maneuver - ----- 250 220- 189 221- Stage 1 - ----- 456 461- 573 591- Stage 2 - ----- 729 588- 454 461- Approach EB WB NB SB HCM Control Delay, s 0.3 0 16.7 24.8 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 314 1141 - - 990 - - 189 801 HCM Lane V/C Ratio 0.016 0.022 - - 0.002 - - 0.362 0.055 HCM Control Delay (s) 16.7 8.2 - - 8.6 - - 34.5 9.8 HCM Lane LOS C A - - A - - D A HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 1.5 0.2 HCM 6th TWSC Short Total AM 8: McLaughlin/West Entry & Prospect RT Access with 2 EB & WB Lanes on Prospect 10/07/2019 Synchro 10 Light Report st am rt access 2 eb & wb lanes.syn Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 61 29 2 1 674 21 2 0 2 72 0 55 Future Vol, veh/h 61 29 2 1 674 21 2 0 2 72 0 55 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 66 31 2 1 725 23 2 0 2 77 0 59 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 748 0 0 33 0 0 529 914 17 875 892 363 Stage 1 - ----- 164 164- 727 727- Stage 2 - ----- 365 750- 148 165- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 856 - - 1577 - - 433 272 1058 243 280 634 Stage 1 - ----- 822 761- 381 427- Stage 2 - ----- 627 417- 840 761- Platoon blocked, % - - - - Mov Cap-1 Maneuver 856 - - 1577 - - 369 251 1058 228 258 634 Mov Cap-2 Maneuver - ----- 369 251- 228 258- Stage 1 - ----- 759 702- 352 427- Stage 2 - ----- 568 417- 774 702- Approach EB WB NB SB HCM Control Delay, s 6.3 0 11.6 21.2 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 547 856 - - 1577 - - 228 634 HCM Lane V/C Ratio 0.008 0.077 - - 0.001 - - 0.34 0.093 HCM Control Delay (s) 11.6 9.6 - - 7.3 - - 28.7 11.3 HCM Lane LOS B A - - A - - D B HCM 95th %tile Q(veh) 0 0.2 - - 0 - - 1.4 0.3 HCM 6th TWSC Short Total PM 8: McLaughlin/West Entry & Prospect RT Access with 2 EB & WB Lanes on Prospect 10/07/2019 Synchro 10 Light Report st pm rt access 2 eb & wb lanes.syn Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 567 3 2 403 530267043 Future Vol, veh/h 25 567 3 2 403 530267043 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 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 22222222222 Mvmt Flow 26 579 3 2 411 530268044 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 416 0 0 582 0 0 843 1053 291 757 1049 206 Stage 1 - ----- 633 633- 415 415- Stage 2 - ----- 210 420- 342 634- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1139 - - 988 - - 257 225 706 297 226 800 Stage 1 - ----- 434 472- 585 591- Stage 2 - ----- 773 588- 646 471- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1139 - - 988 - - 238 219 706 290 220 800 Mov Cap-2 Maneuver - ----- 238 219- 290 220- Stage 1 - ----- 424 461- 572 590- Stage 2 - ----- 729 587- 629 460- Approach EB WB NB SB HCM Control Delay, s 0.3 0 16.3 16.7 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 324 1139 - - 988 - - 290 800 HCM Lane V/C Ratio 0.016 0.022 - - 0.002 - - 0.236 0.055 HCM Control Delay (s) 16.3 8.2 - - 8.7 - - 21.2 9.8 HCM Lane LOS C A - - A - - C A HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.9 0.2 HCM 6th Roundabout Short Total AM 8: McLaughlin/West Entry & Prospect RT Access 10/07/2019 Synchro 10 Light Report st am rt access rndabt.syn Intersection Intersection Delay, s/veh 8.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 383 749 4 136 Demand Flow Rate, veh/h 390 764 4 139 Vehicles Circulating, veh/h 80 69 467 742 Vehicles Exiting, veh/h 801 402 3 90 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.7 9.9 4.2 8.3 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 390 764 4 139 Cap Entry Lane, veh/h 1272 1286 857 647 Entry HV Adj Factor 0.981 0.981 1.000 0.978 Flow Entry, veh/h 383 749 4 136 Cap Entry, veh/h 1248 1262 857 633 V/C Ratio 0.307 0.594 0.005 0.215 Control Delay, s/veh 5.7 9.9 4.2 8.3 LOSAAAA 95th %tile Queue, veh 1401 Lanes and Geometrics Short Total AM 8: McLaughlin/West Entry & Prospect RT Access 10/07/2019 Synchro 10 Light Report st am rt access rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 250 250 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.996 0.932 0.941 Flt Protected 0.991 0.976 0.972 Satd. Flow (prot) 0 1844 0 0 1855 0 0 1694 0 0 1704 0 Flt Permitted 0.991 0.976 0.972 Satd. Flow (perm) 0 1844 0 0 1855 0 0 1694 0 0 1704 0 Link Speed (mph) 45 45 30 30 Link Distance (ft) 378 680 240 208 Travel Time (s) 5.7 10.3 5.5 4.7 Intersection Summary Area Type: Other HCM 6th Roundabout Short Total PM 8: McLaughlin/West Entry & Prospect RT Access 10/07/2019 Synchro 10 Light Report st pm rt access rndabt.syn Intersection Intersection Delay, s/veh 6.8 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 608 418 5 112 Demand Flow Rate, veh/h 621 426 5 114 Vehicles Circulating, veh/h 71 30 687 424 Vehicles Exiting, veh/h 467 662 5 32 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.9 5.6 5.3 5.3 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 621 426 5 114 Cap Entry Lane, veh/h 1283 1338 685 895 Entry HV Adj Factor 0.980 0.981 1.000 0.982 Flow Entry, veh/h 608 418 5 112 Cap Entry, veh/h 1257 1312 685 880 V/C Ratio 0.484 0.318 0.007 0.127 Control Delay, s/veh 7.9 5.6 5.3 5.3 LOSAAAA 95th %tile Queue, veh 3100 Lanes and Geometrics Short Total PM 8: McLaughlin/West Entry & Prospect RT Access 10/07/2019 Synchro 10 Light Report st pm rt access rndabt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 250 0 250 250 0 0 0 100 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.998 0.946 0.947 Flt Protected 0.998 0.971 0.971 Satd. Flow (prot) 0 1857 0 0 1859 0 0 1711 0 0 1713 0 Flt Permitted 0.998 0.971 0.971 Satd. Flow (perm) 0 1857 0 0 1859 0 0 1711 0 0 1713 0 Link Speed (mph) 45 45 30 30 Link Distance (ft) 378 680 240 208 Travel Time (s) 5.7 10.3 5.5 4.7 Intersection Summary Area Type: Other APPENDIX I HCM 6th Signalized Intersection Summary Long Total AM 3: Prospect & LCR5 08/29/2019 Synchro 10 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 135 190 170 65 570 95 445 120 35 40 155 265 Future Volume (veh/h) 135 190 170 65 570 95 445 120 35 40 155 265 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 142 200 58 68 600 0 468 126 0 42 163 61 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 281 705 577 541 666 544 552 574 467 345 242 185 Arrive On Green 0.08 0.38 0.36 0.06 0.36 0.00 0.23 0.31 0.00 0.05 0.13 0.12 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 142 200 58 68 600 0 468 126 0 42 163 61 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 3.8 5.9 1.9 1.8 23.9 0.0 17.3 3.9 0.0 1.6 6.5 2.8 Cycle Q Clear(g_c), s 3.8 5.9 1.9 1.8 23.9 0.0 17.3 3.9 0.0 1.6 6.5 2.8 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 281 705 577 541 666 544 552 574 467 345 242 185 V/C Ratio(X) 0.50 0.28 0.10 0.13 0.90 0.00 0.85 0.22 0.00 0.12 0.67 0.33 Avail Cap(c_a), veh/h 292 713 584 589 713 584 552 713 584 413 452 363 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.7 17.1 16.5 14.0 24.0 0.0 21.0 20.3 0.0 27.1 32.7 31.9 Incr Delay (d2), s/veh 1.4 0.2 0.1 0.1 14.1 0.0 11.8 0.2 0.0 0.2 3.3 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 2.3 0.6 0.7 11.9 0.0 8.1 1.6 0.0 0.6 3.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.1 17.3 16.6 14.1 38.1 0.0 32.8 20.4 0.0 27.2 36.0 33.0 LnGrp LOS BBBBDACCACDC Approach Vol, veh/h 400 668 594 266 Approach Delay, s/veh 17.8 35.7 30.2 33.9 Approach LOS B D C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.9 34.6 21.0 15.2 9.5 33.0 7.0 29.2 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 29.0 17.0 18.0 6.0 29.0 6.0 29.0 Max Q Clear Time (g_c+I1), s 3.8 7.9 19.3 8.5 5.8 25.9 3.6 5.9 Green Ext Time (p_c), s 0.0 1.1 0.0 0.6 0.0 1.1 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 30.0 HCM 6th LOS C Timing Report, Sorted By Phase Long Total AM 3: Prospect & LCR5 08/29/2019 Synchro 10 Light Report lt am.syn Phase Number 12345678 Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None Maximum Split (s) 10 35 21 24 10 35 10 35 Maximum Split (%) 11.1% 38.9% 23.3% 26.7% 11.1% 38.9% 11.1% 38.9% Minimum Split (s) 9.5 24 9.5 24 9.5 24 9.5 24 Yellow Time (s) 34343434 All-Red Time (s) 12121212 Minimum Initial (s) 55555555 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 45 66 0 10 45 55 End Time (s) 10 45 66 0 10 45 55 0 Yield/Force Off (s) 6 39 62 84 6 39 51 84 Yield/Force Off 170(s) 6 28 62 73 6 28 51 73 Local Start Time (s) 80 0 35 56 80 0 35 45 Local Yield (s) 86 29 52 74 86 29 41 74 Local Yield 170(s) 86 18 52 63 86 18 41 63 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinated Natural Cycle 90 Splits and Phases: 3: Prospect & LCR5 Queues Long Total AM 3: Prospect & LCR5 08/29/2019 Synchro 10 Light Report lt am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 142 200 179 68 600 100 468 126 37 42 163 279 v/c Ratio 0.60 0.28 0.26 0.12 0.91 0.15 0.83 0.20 0.06 0.11 0.54 0.63 Control Delay 24.9 21.5 4.5 12.9 47.7 0.5 32.7 22.1 0.2 15.5 39.3 13.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.9 21.5 4.5 12.9 47.7 0.5 32.7 22.1 0.2 15.5 39.3 13.7 Queue Length 50th (ft) 39 76 0 18 299 0 186 51 0 13 81 17 Queue Length 95th (ft) #102 141 43 44 #549 1 #311 93 0 30 140 88 Internal Link Dist (ft) 1192 341 270 1092 Turn Bay Length (ft) 250 250 250 250 250 250 250 Base Capacity (vph) 238 706 696 584 668 667 571 680 645 382 423 531 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.60 0.28 0.26 0.12 0.90 0.15 0.82 0.19 0.06 0.11 0.39 0.53 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Long Total PM 3: Prospect & LCR5 09/03/2019 Synchro 10 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 260 490 305 75 315 60 200 190 75 115 195 155 Future Volume (veh/h) 260 490 305 75 315 60 200 190 75 115 195 155 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 274 516 112 79 332 0 211 200 0 121 205 0 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 518 656 529 342 518 412 441 393 307 423 307 233 Arrive On Green 0.15 0.35 0.33 0.08 0.28 0.00 0.14 0.21 0.00 0.09 0.16 0.00 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 274 516 112 79 332 0 211 200 0 121 205 0 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 5.8 14.8 3.0 1.8 9.3 0.0 5.3 5.6 0.0 3.2 6.1 0.0 Cycle Q Clear(g_c), s 5.8 14.8 3.0 1.8 9.3 0.0 5.3 5.6 0.0 3.2 6.1 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 518 656 529 342 518 412 441 393 307 423 307 233 V/C Ratio(X) 0.53 0.79 0.21 0.23 0.64 0.00 0.48 0.51 0.00 0.29 0.67 0.00 Avail Cap(c_a), veh/h 635 1129 930 412 941 771 551 753 611 467 596 478 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 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 11.7 17.4 14.2 14.0 19.0 0.0 15.7 20.8 0.0 17.7 23.4 0.0 Incr Delay (d2), s/veh 0.8 2.1 0.2 0.3 1.3 0.0 0.8 1.0 0.0 0.4 2.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 5.5 0.9 0.6 3.6 0.0 1.9 2.2 0.0 1.2 2.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.5 19.5 14.4 14.3 20.3 0.0 16.5 21.8 0.0 18.1 25.9 0.0 LnGrp LOS BBBBCABCABCA Approach Vol, veh/h 902 411 411 326 Approach Delay, s/veh 16.7 19.1 19.1 23.0 Approach LOS B B B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.6 25.9 11.3 14.8 12.0 21.5 8.5 17.5 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 35.0 11.0 18.0 12.0 29.0 6.0 23.0 Max Q Clear Time (g_c+I1), s 3.8 16.8 7.3 8.1 7.8 11.3 5.2 7.6 Green Ext Time (p_c), s 0.0 3.2 0.2 0.6 0.3 1.6 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 18.7 HCM 6th LOS B Timing Report, Sorted By Phase Long Total PM 3: Prospect & LCR5 09/03/2019 Synchro 10 Light Report lt pm.syn Phase Number 12345678 Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None Maximum Split (s) 10 41 15 24 16 35 10 29 Maximum Split (%) 11.1% 45.6% 16.7% 26.7% 17.8% 38.9% 11.1% 32.2% Minimum Split (s) 9.5 24 9.5 24 9.5 24 9.5 24 Yellow Time (s) 34343434 All-Red Time (s) 12121212 Minimum Initial (s) 55555555 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 51 66 0 16 51 61 End Time (s) 10 51 66 0 16 51 61 0 Yield/Force Off (s) 6 45 62 84 12 45 57 84 Yield/Force Off 170(s) 6 34 62 73 12 34 57 73 Local Start Time (s) 74 84 35 50 74 0 35 45 Local Yield (s) 80 29 46 68 86 29 41 68 Local Yield 170(s) 80 18 46 57 86 18 41 57 Intersection Summary Cycle Length 90 Control Type Actuated-Uncoordinated Natural Cycle 70 Splits and Phases: 3: Prospect & LCR5 Queues Long Total PM 3: Prospect & LCR5 09/03/2019 Synchro 10 Light Report lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 274 516 321 79 332 63 211 200 79 121 205 163 v/c Ratio 0.54 0.71 0.40 0.22 0.62 0.10 0.46 0.39 0.14 0.29 0.58 0.35 Control Delay 15.2 27.4 4.0 12.1 29.5 0.3 20.6 28.1 0.5 18.9 37.4 3.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 15.2 27.4 4.0 12.1 29.5 0.3 20.6 28.1 0.5 18.9 37.4 3.5 Queue Length 50th (ft) 72 218 0 18 140 0 69 83 0 37 93 0 Queue Length 95th (ft) 130 355 50 42 236 0 133 156 0 80 174 17 Internal Link Dist (ft) 1192 341 270 1092 Turn Bay Length (ft) 250 250 250 250 250 250 250 Base Capacity (vph) 525 907 918 355 756 760 476 604 617 422 478 559 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.52 0.57 0.35 0.22 0.44 0.08 0.44 0.33 0.13 0.29 0.43 0.29 Intersection Summary HCM 6th TWSC Long Total AM 6: Meadowaire/East Entry & Prospect 08/29/2019 Synchro 10 Light Report lt am.syn Intersection Int Delay, s/veh 24.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 105 400 5 1 1095 195 10 0 1 95 0 30 Future Vol, veh/h 105 400 5 1 1095 195 10 0 1 95 0 30 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 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 22222222222 Mvmt Flow 111 421 5 1 1153 205 11 0 1 100 0 32 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1358 0 0 426 0 0 1225 2006 213 1588 1803 577 Stage 1 - ----- 646 646- 1155 1155 - Stage 2 - ----- 579 1360 - 433 648 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 502 - - 1130 - - 135 59 792 ~ 72 79 460 Stage 1 - ----- 427 465- 209 269- Stage 2 - ----- 468 215- 571 464- Platoon blocked, % - - - - Mov Cap-1 Maneuver 502 - - 1130 - - 104 46 792 ~ 60 61 460 Mov Cap-2 Maneuver - ----- 104 46- ~ 60 61- Stage 1 - ----- 333 362- 163 269- Stage 2 - ----- 435 215- 444 361- Approach EB WB NB SB HCM Control Delay, s 2.9 0 40.5 $ 364.1 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 113 502 - - 1130 - - 60 460 HCM Lane V/C Ratio 0.102 0.22 - - 0.001 - - 1.667 0.069 HCM Control Delay (s) 40.5 14.2 - - 8.2 - -$ 474.8 13.4 HCM Lane LOS E B - - A - - F B HCM 95th %tile Q(veh) 0.3 0.8 - - 0 - - 9.1 0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 6: Meadowaire/East Entry & Prospect 09/03/2019 Synchro 10 Light Report lt pm.syn Intersection Int Delay, s/veh 8.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 935 10 1 610 65 5 0 1 125 0 50 Future Vol, veh/h 35 935 10 1 610 65 5 0 1 125 0 50 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 36 964 10 1 629 67 5 0 1 129 0 52 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 696 0 0 974 0 0 1358 1739 487 1185 1677 315 Stage 1 - ----- 1041 1041 - 631 631 - Stage 2 - ----- 317 698- 554 1046 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 896 - - 704 - - 107 86 526 144 94 681 Stage 1 - ----- 246 305- 436 473- Stage 2 - ----- 669 440- 484 304- Platoon blocked, % - - - - Mov Cap-1 Maneuver 896 - - 704 - - 96 82 526 139 90 681 Mov Cap-2 Maneuver - ----- 96 82- 139 90- Stage 1 - ----- 236 293- 419 473- Stage 2 - ----- 617 440- 464 292- Approach EB WB NB SB HCM Control Delay, s 0.3 0 39.3 88.6 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 111 896 - - 704 - - 139 681 HCM Lane V/C Ratio 0.056 0.04 - - 0.001 - - 0.927 0.076 HCM Control Delay (s) 39.3 9.2 - - 10.1 - - 119.7 10.7 HCM Lane LOS E A - - B - - F B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 6.3 0.2 HCM 6th TWSC Long Total AM 8: McLaughlin/West Entry & Prospect 08/29/2019 Synchro 10 Light Report lt am.syn Intersection Int Delay, s/veh 9.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 425 70 20 990 125 70 0 20 65 0 60 Future Vol, veh/h 70 425 70 20 990 125 70 0 20 65 0 60 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 100 - - 100 - - 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 22222222222 Mvmt Flow 74 447 74 21 1042 132 74 0 21 68 0 63 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1174 0 0 521 0 0 1158 1811 224 1456 1753 521 Stage 1 - ----- 595 595- 1084 1084 - Stage 2 - ----- 563 1216 - 372 669 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 591 - - 1041 - - 151 78 779 91 84 500 Stage 1 - ----- 458 491- 231 291- Stage 2 - ----- 478 252- 621 454- Platoon blocked, % - - - - Mov Cap-1 Maneuver 591 - - 1041 - - 117 67 779 79 72 500 Mov Cap-2 Maneuver - ----- 117 67- 79 72- Stage 1 - ----- 401 430- 202 285- Stage 2 - ----- 409 247- 529 397- Approach EB WB NB SB HCM Control Delay, s 1.5 0.2 62.5 88 HCM LOS F F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 117 779 591 - - 1041 - - 79 500 HCM Lane V/C Ratio 0.63 0.027 0.125 - - 0.02 - - 0.866 0.126 HCM Control Delay (s) 77.6 9.8 12 - - 8.5 - - 157.1 13.2 HCM Lane LOS F A B - - A - - F B HCM 95th %tile Q(veh) 3.2 0.1 0.4 - - 0.1 - - 4.4 0.4 HCM 6th TWSC Long Total PM 8: McLaughlin/West Entry & Prospect 09/03/2019 Synchro 10 Light Report lt pm.syn Intersection Int Delay, s/veh 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 880 70 20 605 40 80 0 20 80 0 55 Future Vol, veh/h 25 880 70 20 605 40 80 0 20 80 0 55 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 100 - - 100 - - 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 22222222222 Mvmt Flow 26 898 71 20 617 41 82 0 20 82 0 56 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 658 0 0 969 0 0 1299 1648 449 1158 1678 309 Stage 1 - ----- 950 950- 657 657- Stage 2 - ----- 349 698- 501 1021 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 926 - - 707 - - 119 98 557 151 94 687 Stage 1 - ----- 280 337- 420 460- Stage 2 - ----- 640 440- 521 312- Platoon blocked, % - - - - Mov Cap-1 Maneuver 926 - - 707 - - 105 93 557 139 89 687 Mov Cap-2 Maneuver - ----- 105 93- 139 89- Stage 1 - ----- 272 328- 408 447- Stage 2 - ----- 571 428- 488 303- Approach EB WB NB SB HCM Control Delay, s 0.2 0.3 90 41.3 HCM LOS F E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 105 557 926 - - 707 - - 139 687 HCM Lane V/C Ratio 0.777 0.037 0.028 - - 0.029 - - 0.587 0.082 HCM Control Delay (s) 109.6 11.7 9 - - 10.2 - - 62.4 10.7 HCM Lane LOS F B A - - B - - F B HCM 95th %tile Q(veh) 4.3 0.1 0.1 - - 0.1 - - 3 0.3 HCM 6th TWSC Long Total AM 10: LCR5 & Staff Entry 08/29/2019 Synchro 10 Light Report lt am.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 20 40 315 460 10 Future Vol, veh/h 5 20 40 315 460 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 21 42 332 484 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 906 490 495 0 - 0 Stage 1 490 ----- Stage 2 416 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 307 578 1069 - - - Stage 1 616 ----- Stage 2 666 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 295 578 1069 - - - Mov Cap-2 Maneuver 295 ----- Stage 1 592 ----- Stage 2 666 ----- Approach EB NB SB HCM Control Delay, s 12.8 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1069 - 485 - - HCM Lane V/C Ratio 0.039 - 0.054 - - HCM Control Delay (s) 8.5 - 12.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - HCM 6th TWSC Long Total PM 10: LCR5 & Staff Entry 09/03/2019 Synchro 10 Light Report lt pm.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 30 20 525 465 5 Future Vol, veh/h 5 30 20 525 465 5 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 32 21 553 489 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1087 492 494 0 - 0 Stage 1 492 ----- Stage 2 595 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 239 577 1070 - - - Stage 1 615 ----- Stage 2 551 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 234 577 1070 - - - Mov Cap-2 Maneuver 234 ----- Stage 1 603 ----- Stage 2 551 ----- Approach EB NB SB HCM Control Delay, s 13.2 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1070 - 477 - - HCM Lane V/C Ratio 0.02 - 0.077 - - HCM Control Delay (s) 8.4 - 13.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - APPENDIX J HCM 6th TWSC Long Total AM 6: Meadowaire/East Entry & Prospect RT Access 09/03/2019 Synchro 10 Light Report lt am rt access.syn Intersection Int Delay, s/veh 26.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 105 400 5 1 1120 170 10 0 1 95 0 5 Future Vol, veh/h 105 400 5 1 1120 170 10 0 1 95 0 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 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 22222222222 Mvmt Flow 111 421 5 1 1179 179 11 0 1 100 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1358 0 0 426 0 0 1238 2006 213 1614 1829 590 Stage 1 - ----- 646 646- 1181 1181 - Stage 2 - ----- 592 1360 - 433 648 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 502 - - 1130 - - 132 59 792 ~ 69 76 451 Stage 1 - ----- 427 465- 202 262- Stage 2 - ----- 460 215- 571 464- Platoon blocked, % - - - - Mov Cap-1 Maneuver 502 - - 1130 - - 108 46 792 ~ 57 59 451 Mov Cap-2 Maneuver - ----- 108 46- ~ 57 59- Stage 1 - ----- 333 362- 157 262- Stage 2 - ----- 454 215- 444 361- Approach EB WB NB SB HCM Control Delay, s 2.9 0 39.1 $ 493.1 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 117 502 - - 1130 - - 57 451 HCM Lane V/C Ratio 0.099 0.22 - - 0.001 - - 1.754 0.012 HCM Control Delay (s) 39.1 14.2 - - 8.2 - -$ 518.4 13.1 HCM Lane LOS E B - - A - - F B HCM 95th %tile Q(veh) 0.3 0.8 - - 0 - - 9.4 0 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 6: Meadowaire/East Entry & Prospect RT Access 09/03/2019 Synchro 10 Light Report lt pm rt access.syn Intersection Int Delay, s/veh 8.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 935 10 1 615 55 5 0 1 125 0 5 Future Vol, veh/h 35 935 10 1 615 55 5 0 1 125 0 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 36 964 10 1 634 57 5 0 1 129 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 691 0 0 974 0 0 1360 1734 487 1190 1682 317 Stage 1 - ----- 1041 1041 - 636 636 - Stage 2 - ----- 319 693- 554 1046 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 900 - - 704 - - 107 87 526 143 94 679 Stage 1 - ----- 246 305- 433 470- Stage 2 - ----- 667 443- 484 304- Platoon blocked, % - - - - Mov Cap-1 Maneuver 900 - - 704 - - 103 83 526 138 90 679 Mov Cap-2 Maneuver - ----- 103 83- 138 90- Stage 1 - ----- 236 293- 416 470- Stage 2 - ----- 661 443- 464 292- Approach EB WB NB SB HCM Control Delay, s 0.3 0 36.9 117.6 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 119 900 - - 704 - - 138 679 HCM Lane V/C Ratio 0.052 0.04 - - 0.001 - - 0.934 0.008 HCM Control Delay (s) 36.9 9.2 - - 10.1 - - 121.9 10.3 HCM Lane LOS E A - - B - - F B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 6.4 0 HCM 6th TWSC Long Total AM 14: Prospect & RT Access RT Access 09/03/2019 Synchro 10 Light Report lt am rt access.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 510 1010 125 0 35 Future Vol, veh/h 0 510 1010 125 0 35 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 250 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 537 1063 132 0 37 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 532 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.94 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.32 Pot Cap-1 Maneuver 0 - - - 0 492 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 492 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0 0 12.9 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 492 HCM Lane V/C Ratio - - - 0.075 HCM Control Delay (s) - - - 12.9 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.2 HCM 6th TWSC Long Total PM 14: Prospect & RT Access RT Access 09/03/2019 Synchro 10 Light Report lt pm rt access.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 980 580 45 0 50 Future Vol, veh/h 0 980 580 45 0 50 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 250 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 0 1101 652 51 0 56 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 326 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.94 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.32 Pot Cap-1 Maneuver 0 - - - 0 670 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 670 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0 0 10.9 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 670 HCM Lane V/C Ratio - - - 0.084 HCM Control Delay (s) - - - 10.9 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.3 HCM 6th TWSC Long Total AM 8: McLaughlin/West Entry & Prospect RT Access 09/03/2019 Synchro 10 Light Report lt am rt access.syn Intersection Int Delay, s/veh 9.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 425 70 20 995 25 70 0 20 65 0 50 Future Vol, veh/h 70 425 70 20 995 25 70 0 20 65 0 50 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 100 - - 100 - - 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 22222222222 Mvmt Flow 74 447 74 21 1047 26 74 0 21 68 0 53 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1073 0 0 521 0 0 1161 1710 224 1461 1758 524 Stage 1 - ----- 595 595- 1089 1089 - Stage 2 - ----- 566 1115 - 372 669 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 645 - - 1041 - - 150 90 779 90 84 498 Stage 1 - ----- 458 491- 230 290- Stage 2 - ----- 476 282- 621 454- Platoon blocked, % - - - - Mov Cap-1 Maneuver 645 - - 1041 - - 120 78 779 79 73 498 Mov Cap-2 Maneuver - ----- 120 78- 79 73- Stage 1 - ----- 405 435- 204 284- Stage 2 - ----- 417 276- 535 402- Approach EB WB NB SB HCM Control Delay, s 1.4 0.2 59.7 94.5 HCM LOS F F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 120 779 645 - - 1041 - - 79 498 HCM Lane V/C Ratio 0.614 0.027 0.114 - - 0.02 - - 0.866 0.106 HCM Control Delay (s) 74 9.8 11.3 - - 8.5 - - 157.1 13.1 HCM Lane LOS F A B - - A - - F B HCM 95th %tile Q(veh) 3.1 0.1 0.4 - - 0.1 - - 4.4 0.4 HCM 6th TWSC Long Total PM 8: McLaughlin/West Entry & Prospect RT Access 09/03/2019 Synchro 10 Light Report lt pm rt access.syn Intersection Int Delay, s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 880 70 20 610 5 80 0 20 80 0 50 Future Vol, veh/h 25 880 70 20 610 5 80 0 20 80 0 50 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 100 - - 100 - - 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 22222222222 Mvmt Flow 26 898 71 20 622 5 82 0 20 82 0 51 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 627 0 0 969 0 0 1301 1617 449 1163 1683 311 Stage 1 - ----- 950 950- 662 662- Stage 2 - ----- 351 667- 501 1021 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 951 - - 707 - - 118 103 557 150 93 685 Stage 1 - ----- 280 337- 417 457- Stage 2 - ----- 639 455- 521 312- Platoon blocked, % - - - - Mov Cap-1 Maneuver 951 - - 707 - - 105 97 557 138 88 685 Mov Cap-2 Maneuver - ----- 105 97- 138 88- Stage 1 - ----- 272 328- 406 444- Stage 2 - ----- 575 442- 488 304- Approach EB WB NB SB HCM Control Delay, s 0.2 0.3 90 43 HCM LOS F E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 105 557 951 - - 707 - - 138 685 HCM Lane V/C Ratio 0.777 0.037 0.027 - - 0.029 - - 0.592 0.074 HCM Control Delay (s) 109.6 11.7 8.9 - - 10.2 - - 63.2 10.7 HCM Lane LOS F B A - - B - - F B HCM 95th %tile Q(veh) 4.3 0.1 0.1 - - 0.1 - - 3 0.2 APPENDIX K HCM 6th TWSC Long Total AM 6: Meadowaire/East Entry & Prospect Signal at Prospect/McLaughlin-West Access Intersection 09/03/2019 Synchro 10 Light Report lt am signal.syn Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 105 455 5 1 1095 225 10 0 1 40 0 40 Future Vol, veh/h 105 455 5 1 1095 225 10 0 1 40 0 40 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 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 22222222222 Mvmt Flow 111 479 5 1 1153 237 11 0 1 42 0 42 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1390 0 0 484 0 0 1283 2096 242 1617 1861 577 Stage 1 - ----- 704 704- 1155 1155 - Stage 2 - ----- 579 1392 - 462 706 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 488 - - 1075 - - 122 51 759 69 72 460 Stage 1 - ----- 394 438- 209 269- Stage 2 - ----- 468 207- 549 437- Platoon blocked, % - - - - Mov Cap-1 Maneuver 488 - - 1075 - - 91 39 759 57 56 460 Mov Cap-2 Maneuver - ----- 91 39- 57 56- Stage 1 - ----- 305 339- 162 269- Stage 2 - ----- 425 207- 424 338- Approach EB WB NB SB HCM Control Delay, s 2.7 0 46.1 89.6 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 99 488 - - 1075 - - 57 460 HCM Lane V/C Ratio 0.117 0.226 - - 0.001 - - 0.739 0.092 HCM Control Delay (s) 46.1 14.5 - - 8.4 - - 165.7 13.6 HCM Lane LOS E B - - A - - F B HCM 95th %tile Q(veh) 0.4 0.9 - - 0 - - 3.1 0.3 HCM 6th TWSC Long Total PM 6: Meadowaire/East Entry & Prospect Signal at Prospect/McLaughlin-West Access Intersection 09/03/2019 Synchro 10 Light Report lt pm signal.syn Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 1010 10 1 610 75 5 0 1 50 0 60 Future Vol, veh/h 35 1010 10 1 610 75 5 0 1 50 0 60 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - 250 ----- 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 22222222222 Mvmt Flow 36 1041 10 1 629 77 5 0 1 52 0 62 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 706 0 0 1051 0 0 1435 1826 526 1224 1754 315 Stage 1 - ----- 1118 1118 - 631 631 - Stage 2 - ----- 317 708- 593 1123 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 888 - - 658 - - 94 76 496 135 84 681 Stage 1 - ----- 221 281- 436 473- Stage 2 - ----- 669 436- 459 279- Platoon blocked, % - - - - Mov Cap-1 Maneuver 888 - - 658 - - 83 73 496 130 80 681 Mov Cap-2 Maneuver - ----- 83 73- 130 80- Stage 1 - ----- 212 269- 418 472- Stage 2 - ----- 607 435- 439 268- Approach EB WB NB SB HCM Control Delay, s 0.3 0 45.1 28.5 HCM LOS E D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 96 888 - - 658 - - 130 681 HCM Lane V/C Ratio 0.064 0.041 - - 0.002 - - 0.397 0.091 HCM Control Delay (s) 45.1 9.2 - - 10.5 - - 49.8 10.8 HCM Lane LOS E A - - B - - E B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 1.7 0.3 HCM 6th Signalized Intersection Summary Long Total AM 8: McLaughlin/West Entry & Prospect Signal at Prospect/McLaughlin-West Access Intersection 09/03/2019 Synchro 10 Light Report lt am signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 425 70 20 990 145 70 0 20 120 0 50 Future Volume (veh/h) 70 425 70 20 990 145 70 0 20 120 0 50 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 74 447 6 21 1042 59 74 0 0 126 0 0 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 441 1653 737 634 1496 667 438 0 0 422 0 253 Arrive On Green 0.09 0.47 0.47 0.05 0.42 0.42 0.13 0.00 0.00 0.13 0.00 0.00 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1617 0 0 1519 0 1585 Grp Volume(v), veh/h 74 447 6 21 1042 59 74 0 0 126 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1617 0 0 1519 0 1585 Q Serve(g_s), s 0.8 3.1 0.1 0.3 9.6 0.9 0.0 0.0 0.0 1.5 0.0 0.0 Cycle Q Clear(g_c), s 0.8 3.1 0.1 0.3 9.6 0.9 1.5 0.0 0.0 3.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 441 1653 737 634 1496 667 398 0 0 384 0 253 V/C Ratio(X) 0.17 0.27 0.01 0.03 0.70 0.09 0.19 0.00 0.00 0.33 0.00 0.00 Avail Cap(c_a), veh/h 583 1861 830 854 1861 830 843 0 0 829 0 751 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 6.1 6.6 5.8 5.7 9.5 7.0 15.2 0.0 0.0 15.8 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.1 0.0 0.0 0.9 0.1 0.2 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.6 0.0 0.1 2.3 0.2 0.6 0.0 0.0 1.0 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 6.3 6.7 5.8 5.7 10.4 7.0 15.4 0.0 0.0 16.3 0.0 0.0 LnGrp LOS AAAABABAABAA Approach Vol, veh/h 527 1122 74 126 Approach Delay, s/veh 6.6 10.1 15.4 16.3 Approach LOS ABBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.0 23.6 11.4 6.8 21.9 11.4 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 20.0 18.0 6.0 20.0 18.0 Max Q Clear Time (g_c+I1), s 2.3 5.1 5.0 2.8 11.6 3.5 Green Ext Time (p_c), s 0.0 2.3 0.5 0.0 4.3 0.2 Intersection Summary HCM 6th Ctrl Delay 9.7 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 8: McLaughlin/West Entry & Prospect Signal at Prospect/McLaughlin-West Access Intersection 09/03/2019 Synchro 10 Light Report lt am signal.syn Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None Min None None Min Maximum Split (s) 10 26 24 10 26 24 Maximum Split (%) 16.7% 43.3% 40.0% 16.7% 43.3% 40.0% Minimum Split (s) 9.5 24 24 9.5 24 24 Yellow Time (s) 344344 All-Red Time (s) 122122 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 36 0 10 36 End Time (s) 10 36 0 10 36 0 Yield/Force Off (s) 6 30 54 6 30 54 Yield/Force Off 170(s) 6 19 54 6 19 54 Local Start Time (s) 50 0 26 50 0 26 Local Yield (s) 56 20 44 56 20 44 Local Yield 170(s) 56 9 44 56 9 44 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 8: McLaughlin/West Entry & Prospect Queues Long Total AM 8: McLaughlin/West Entry & Prospect Signal at Prospect/McLaughlin-West Access Intersection 09/03/2019 Synchro 10 Light Report lt am signal.syn Lane Group EBL EBT EBR WBL WBT WBR NBT SBT SBR Lane Group Flow (vph) 74 447 74 21 1042 153 95 126 53 v/c Ratio 0.18 0.26 0.09 0.03 0.70 0.20 0.24 0.40 0.11 Control Delay 5.8 8.4 1.3 4.9 16.3 3.6 4.0 21.0 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.8 8.4 1.3 4.9 16.3 3.6 4.0 21.0 0.5 Queue Length 50th (ft) 7 28 0 2 136 0 0 34 0 Queue Length 95th (ft) 24 88 9 10 #240 30 19 73 2 Internal Link Dist (ft) 298 1300 160 128 Turn Bay Length (ft) 250 250 250 250 100 Base Capacity (vph) 417 1979 941 634 1713 845 618 567 764 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.18 0.23 0.08 0.03 0.61 0.18 0.15 0.22 0.07 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Long Total PM 8: McLaughlin/West Entry & Prospect Signal at Prospect/McLaughlin-West Access Intersection 09/03/2019 Synchro 10 Light Report lt pm signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 880 70 20 605 45 80 0 20 155 0 50 Future Volume (veh/h) 25 880 70 20 605 45 80 0 20 155 0 50 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 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 898 0 20 617 0 82 0 0 158 0 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 222222222222 Cap, veh/h 516 1419 633 413 1396 623 509 0 0 486 0 304 Arrive On Green 0.06 0.40 0.00 0.05 0.39 0.00 0.16 0.00 0.00 0.16 0.00 0.00 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1624 0 0 1507 0 1585 Grp Volume(v), veh/h 26 898 0 20 617 0 82 0 0 158 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1624 0 0 1507 0 1585 Q Serve(g_s), s 0.3 7.4 0.0 0.2 4.7 0.0 0.0 0.0 0.0 1.9 0.0 0.0 Cycle Q Clear(g_c), s 0.3 7.4 0.0 0.2 4.7 0.0 1.5 0.0 0.0 3.4 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 516 1419 633 413 1396 623 464 0 0 445 0 304 V/C Ratio(X) 0.05 0.63 0.00 0.05 0.44 0.00 0.18 0.00 0.00 0.36 0.00 0.00 Avail Cap(c_a), veh/h 753 2045 912 661 2045 912 930 0 0 911 0 825 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 5.9 8.8 0.0 6.4 8.1 0.0 12.9 0.0 0.0 13.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.2 0.0 0.2 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.6 0.0 0.0 1.0 0.0 0.5 0.0 0.0 1.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 5.9 9.3 0.0 6.5 8.4 0.0 13.1 0.0 0.0 14.1 0.0 0.0 LnGrp LOS AAAAAABAABAA Approach Vol, veh/h 924 637 82 158 Approach Delay, s/veh 9.2 8.3 13.1 14.1 Approach LOS AABB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 4.9 19.6 12.0 5.2 19.3 12.0 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 20.0 18.0 6.0 20.0 18.0 Max Q Clear Time (g_c+I1), s 2.2 9.4 5.4 2.3 6.7 3.5 Green Ext Time (p_c), s 0.0 4.2 0.6 0.0 3.1 0.3 Intersection Summary HCM 6th Ctrl Delay 9.5 HCM 6th LOS A Timing Report, Sorted By Phase Long Total PM 8: McLaughlin/West Entry & Prospect Signal at Prospect/McLaughlin-West Access Intersection 09/03/2019 Synchro 10 Light Report lt pm signal.syn Phase Number 124568 Movement WBL EBTL SBTL EBL WBTL NBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None Min None None Min Maximum Split (s) 10 26 24 10 26 24 Maximum Split (%) 16.7% 43.3% 40.0% 16.7% 43.3% 40.0% Minimum Split (s) 9.5 24 24 9.5 24 24 Yellow Time (s) 344344 All-Red Time (s) 122122 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 36 0 10 36 End Time (s) 10 36 0 10 36 0 Yield/Force Off (s) 6 30 54 6 30 54 Yield/Force Off 170(s) 6 19 54 6 19 54 Local Start Time (s) 50 0 26 50 0 26 Local Yield (s) 56 20 44 56 20 44 Local Yield 170(s) 56 9 44 56 9 44 Intersection Summary Cycle Length 60 Control Type Actuated-Uncoordinated Natural Cycle 60 Splits and Phases: 8: McLaughlin/West Entry & Prospect Queues Long Total PM 8: McLaughlin/West Entry & Prospect Signal at Prospect/McLaughlin-West Access Intersection 09/03/2019 Synchro 10 Light Report lt pm signal.syn Lane Group EBL EBT EBR WBL WBT WBR NBT SBT SBR Lane Group Flow (vph) 26 898 71 20 617 46 102 158 51 v/c Ratio 0.05 0.60 0.10 0.04 0.41 0.06 0.23 0.43 0.09 Control Delay 6.1 12.6 1.2 6.1 10.7 0.2 3.9 17.5 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.1 12.6 1.2 6.1 10.7 0.2 3.9 17.5 0.3 Queue Length 50th (ft) 2 67 0 2 41 0 0 28 0 Queue Length 95th (ft) 13 206 8 10 133 0 21 90 0 Internal Link Dist (ft) 298 1300 160 128 Turn Bay Length (ft) 250 250 250 250 100 Base Capacity (vph) 551 1888 904 455 1888 904 648 621 829 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.05 0.48 0.08 0.04 0.33 0.05 0.16 0.25 0.06 Intersection Summary APPENDIX L BURLINGTON NORTHERN RAILROAD BURLINGTON NORTHERN RAILROAD Prospect LCR5 Kitchell McLaughlin Meadowaire Serratoga Falls Mulberry 14 25 SCALE: 1"=3000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Prospect High School/Middle School TIS, August 2019 Pedestrian LOS Worksheet Project Location Classification: School Walking Area 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 The residential neighborhoods to the south of the site Residential Minimum B B B C B 1 Actual A E N/A* D C Proposed A E N/A* C B The residential neighborhoods to the southeast of the site Residential Minimum B B B C B 2 Actual A F B D C Proposed A F B D C The residential neighborhood (Serratoga Falls) to the east of the site Residential Minimum B B B C B 3 Actual A C N/A* C C Proposed A B N/A* C B The residential neighborhoods to the north of the site Residential Minimum B B B C B 4 Actual B F B D E Proposed B F B D E The residential neighborhoods to the north (north of Mulberry Street) of the site Residential Minimum B B B C B 5 Actual B F N/A* D E Proposed B F N/A* D E Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Analysis for Pedestrian Treatments Destination Area #1 #2 #3 #4 #5 Adjacent to Park, School, Hospital, or Attraction Yes N/A Yes N/A No 20 Pedestrians (15 children) per Hour or 60 in 4 Hours & ADT ≥ 1500 vpd N/A N/A N/A N/A No Pedestrian Accident History N/A N/A N/A N/A Unknown Citizen Surveys or Audit Suggest Need for Treatment N/A N/A N/A N/A Unknown Nearest Pedestrian Marked or Protected Crosswalk at least 600 feet Yes N/A Yes N/A No 40 Pedestrians (30 children) per Hour or 120 in 4 Hours N/A N/A N/A N/A No Pedestrians Can Be Seen From a Distance 10× the Speed Limit Yes N/A Yes N/A N/A Move Sight Obstruction or Lower Speed Limit N/A N/A N/A N/A N/A ACTION Crosswalk Treatment Identification Tool N/A Crosswalk Treatment Identification Tool N/A Direct Pedestrians to Nearest Marked or Protected Crosswalk TREATMENT LEVEL Level 2? N/A Level 2? N/A N/A Level 1 Treatment Options: Marked Crosswalk with Pedestrian (or School) Crossing Warning Signage, Advanced Yield Lines, Advance Signage Level 2 Treatment Options: Curb Extensions, Bus Bulb, Reduced Curb Radii, Pedestrian Refuge Island, Reduced Speed Limit School Zones, Pedestrian Activated Flashing Beacons (including Rectangular Rapid Flash Beacons) Level 3 Treatment Options: Pedestrian Hybrid Beacon, School) Crossing Guard, Traffic Signal, Grade Separated Crossing, or Direct Pedestrians to Nearest Safe Crossing BURLINGTON NORTHERN RAILROAD BURLINGTON NORTHERN RAILROAD Prospect LCR5 Kitchell McLaughlin Meadowaire Serratoga Falls Mulberry 14 25 SCALE: 1"=3000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Prospect High School/Middle School TIS, August 2019 Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed * See Analysis for Pedestrian Treatments New Prospect School TBD TBD, CO TBD Disclaimer: informationcontain that This is map no longer is for current. cartographic Poudre use School only and District may assumes no Planning,the responsibility Design of & any Construction kind for use Department of this map. with Please any questions. contact Planning, Design, & Construction Date: 20181017 25 34 14287 Regional Overview 0 0.25 0.5 Miles Streams MS Boundaries Other Schools New Prospect School Middle New Prospect School MS Boundary Parks / C.E. CR 13 / County Line CR 30 MOUNTAIN VISTA DR 20/30