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Home My WebLink AboutTHE LANDING AT LEMAY MULTIFAMILY AND MIXED-USE - FDP230020 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY THE LANDINGS AT LEMAY TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO FEBRUARY 2023 Prepared for: Thompson Thrift Residential 111 Monument Circle, Suite 1500 Indianapolis, IN Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project # 2209 DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pederstrian Facilities ....................................................................................................... 7 Bicycle Facilities .............................................................................................................. 7 Transit Facilities .............................................................................................................. 7 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................... 9 Background Traffic Projections ..................................................................................... 12 Trip Assignment/Total Traffic ........................................................................................ 12 Signal Warrants ............................................................................................................. 12 Geometry ...................................................................................................................... 18 Operation Analysis ........................................................................................................ 18 Pedestrian Level of Service ........................................................................................... 27 Bicycle Level of Service ................................................................................................ 27 Transit Level of Service ................................................................................................. 27 IV. CONCLUSIONS .................................................................................................... 28 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ......................................................................................................... 9 3. Short Range (2028) Background Peak Hour Operation .......................................... 21 4. Long Range (2045) Background Peak Hour Operation ........................................... 23 5. Short Range (2028) Total Peak Hour Operation ..................................................... 24 6. Long Range (2045) Total Peak Hour Operation ...................................................... 25 DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Geometry ..................................................................................................... 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Site Plan .................................................................................................................. 10 5. Trip Distribution ....................................................................................................... 11 6. Short Range (2028) Background Peak Hour Traffic ................................................ 13 7. Long Range (2045) Background Peak Hour Traffic................................................. 14 8. Site Generated Peak Hour Traffic ........................................................................... 15 9. Short Range (2028) Total Peak Hour Traffic ........................................................... 16 10. Long Range (2045) Total Peak Hour Traffic ............................................................ 17 11. Short Range (2028) Geometry ................................................................................ 19 12. Long Range (2045) Geometry ................................................................................. 20 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Signal Warrants E. Short Range (2028) Background Peak Hour Operation F. Long Range (2045) Background Peak Hour Operation G. Short Range (2028) Total Peak Hour Operation H. Long Range (2045) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service Worksheets DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed The Landings at Lemay development. The proposed The Landings at Lemay site is located in the northeast quadrant of the Lemay/Duff intersection in Fort Collins, Colorado. The Landings at Lemay is a market housing development. During the course of the analysis, numerous contacts were made with the owner (Thompson Thrift Residential), the project engineer (Northern Engineering), the project planning consultant (Ripley Design), and Fort Collins Traffic Engineering. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). Due to the trip generation, this is a full transportation impact study. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants; - Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of The Landings at Lemay development 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 and industrial. There are residential uses to the west and south of the site. There are industrial uses to the east of the site. There is open space to the north of the site. The proposed The Landings at Lemay site is currently vacant. The center of Fort Collins lies to the southwest of the proposed The Landings at Lemay site. Streets The primary streets near The Landings at Lemay site are Lincoln Avenue, Lemay Avenue, Cordova Road, 9th Street, Duff Drive, Plumwood Lane, and Link Lane. Figure 2 shows a schematic of the existing geometry at the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood, and Cordova/Duff intersections. Lincoln Avenue is to the south of the proposed The Landings at Lemay site. It is an east-west street classified as a two-lane arterial according to the Fort Collins Master Street Plan. Currently, Lincoln Avenue has a two-lane cross section. The Lincoln/Cordova-Buffalo Run Access intersection is a single lane roundabout. The posted speed limit in this area of Lincoln Avenue is 35 mph. Lemay Avenue is to the west of (adjacent to) the proposed The Landings at Lemay site. It is a north-south street classified as a four-lane arterial according to the Fort Collins Master Street Plan. Currently, Lemay Avenue has a four-lane cross section. At the Lemay/9th-Duff intersection, Lemay Avenue has a northbound and a southbound left-turn lane, two through lanes in each direction, and a northbound right- turn lane. The Lemay/9th-Duff intersection has stop sign control on 9th Street-Duff Drive. The posted speed limit in this area of Lemay Avenue is 35 mph. Ninth Street is to the west of the proposed The Landings at Lemay site. It is an east-west street classified as a two-lane collector according to the Fort Collins Master Street Plan. Currently, 9th Street has a two-lane cross section. Ninth Street is the west leg of the Lemay/9th-Duff intersection. At the Lemay/9th-Duff intersection, 9th Street has an eastbound left-turn/through lane and an eastbound right-turn lane. The posted speed limit in this area on 9th Street is 30 mph. BURLINGTON NORTHERN RAILROAD SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 3 Vine Drive Ti m b e r l i n e R o a d Mulberry Road Le m a y A v e n u e EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 4 Lincoln Avenue Lemay Avenue Buffalo Run 9th Avenue Cordova Road Duff Drive Plumwood Lane - Denotes Lane STOP STOP STOP STOP STOP DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 5 Duff Drive is to the south of (adjacent to) the proposed The Landings at Lemay site. It is an east-west street classified a two-lane collector according to the Fort Collins Master Street Plan. Currently, Duff Drive has a two-lane cross section. Duff Drive is the east leg of the Lemay/9th-Duff intersection. At the Lemay/9th-Duff intersection, Duff Drive has a westbound left-turn lane and a westbound through/right-turn lane. At the Duff/Plumwood intersection, Duff Drive has all movements combined into single lanes. At the Cordova/Duff intersection, Duff Drive has all movements combined into single lanes. The Duff/Plumwood and Cordova/Duff intersections have stop sign control on Plumwood Lane and Duff Drive, respectively. The posted speed limit in this area on Duff Drive is 25 mph. Cordova Road is/will be to the east of (adjacent to) the proposed The Landings at Lemay site. It is a north-south street classified a two-lane arterial according to the Fort Collins Master Street Plan. Currently, Cordova Road has a two-lane cross section with a two-way left-turn lane. At the Cordova/Duff intersection, Cordova has a two-way left- turn lane and a through/right-turn lane in each direction. The posted speed limit in this area of Cordova Road is 30 mph. Plumwood Lane is to the south of the proposed The Landings at Lemay site. It is a north-south street-like private driveway. Plumwood Lane only has a south leg at the Duff/Plumwood intersection. Currently, Plumwood Lane has a two-lane cross section. At the Duff/Plumwood intersection, Plumwood Lane has all movements combined into single lanes. There is no posted speed limit on Plumwood Lane. Link Lane is/will be to the north of (adjacent to) the proposed The Landings at Lemay site. It is an east-west street classified a local street according to the Fort Collins Master Street Plan. Currently, Link Lane has a two-lane cross section. Link Lane terminates at the future Cordova Road right-of-way. The posted speed limit in this area of Link Lane is 25 mph. Existing Traffic Recent morning and afternoon peak hour traffic volumes are shown in Figure 3. The traffic counts at the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, and Cordova/Duff intersections were obtained in February 2022. The traffic counts at the Duff/Plumwood intersection were estimated based off the counts at the Lemay/9th-Duff and Cordova/Duff intersections. Raw traffic count data are provided in Appendix B. Existing Operation The Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood, and Cordova/Duff intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6th Edition. Using the morning and afternoon peak hour RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 6 AM/PM Lincoln Avenue Lemay Avenue Buffalo Run 9th Avenue Cordova Road Duff Drive 71/169 323/665 7/13 9/7 530/409 35/15 2/4 9/8118/142 9/30 3/10 5/10 Plumwood Lane 15/503/10 50/34 1/2 2/0 9/10 6/26 11/35 31/2328/21 12/34 32/18 16/13 1/1 3/6 38/128 2/2 20/32 55/124205/208 6/16 17/29156/3521/2 DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 7 traffic shown in Figure 3, the peak hour operation is shown in Table 1. Calculation forms are provided in Appendix C. The key intersections meet the City of Fort Collins Motor Vehicle LOS standards with existing control and geometry in the morning and afternoon peak hours. At the Lemay/9th-Duff intersection, the calculated delay for the afternoon peak hour eastbound left-turn/through lane and westbound left-turn lane was commensurate with level of service E and F, respectively. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. 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 and collector/collector stop sign controlled intersections, acceptable operation is considered to be at level of service E, overall and level of service F, for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local stop sign controlled intersections; acceptable operation is considered to be at level or service D, overall and level of service F, for any approach leg. The Cordova/Duff intersection is unconventional T-intersection with the through street, Duff Drive, having the stop sign control. The Highway Capacity Manual does not allow analysis of this type of configuration. Therefore, the Cordova/Duff intersection was analyzed as a four-legged intersection with the north leg, Cordova Drive, having zero vehicles. This was also done at the Cordova/Link intersection in the short range (2028) future, since it will be similarly configured with the expectation of Cordova Drive continuing north in the future. Pedestrian Facilities There are sidewalks along Lemay Avenue, Lincoln Avenue, Cordova Road, and Plumwood Lane. There are sidewalks along the south side of Duff Drive. It is expected that as properties in this area are developed or redeveloped, sidewalks will be installed as part of the street/property infrastructure. Bicycle Facilities Bicycle lanes exist along Lemay Avenue, Lincoln Avenue, Cordova Road, and Duff Drive within the study area. Transit Facilities Currently, this area of Fort Collins is served by Transfort routes 5 and 14. DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Lincoln/Cordova-Buffalo Run Access (roundabout) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Lemay/9TH-Duff (stop sign) EB LT/T D E (43.8 secs) EB RT B B EB APPROACH B B WB LT D F (55.1 secs) WB T/RT B C WB APPROACH C D NB LT A A SB LT A A SB LT/T/RT A A Duff/Plumwood (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Cordova/Duff (stop sign) EB T/RT A A WB LT/T A B NB LT A A OVERALL A A DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The Landings at Lemay is a multifamily housing development with 336 dwelling units. Figure 4 shows a site plan of The Landings at Lemay development. The short range analysis (Year 2028) includes the full development of the site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. This development will build Cordova Street along The Landings at Lemay property. The long range future analysis year is considered to be 2045. In the short range (2028) future, the site plan shows that The Landings at Lemay will have a full movement access to Duff Drive at the Duff/Plumwood intersection and a full movement access to future Link Lane west of the future Cordova/Link intersection. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. Trip generation information contain in Trip Generation, 11th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at a site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of The Landings at Lemay development resulted in 2,230 daily trip ends; 127 morning peak hour trip ends; and 165 afternoon peak hour trip ends. TABLE 2 The Landings at Lemay Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Multifamily Housing (Low-Rise) 336 D.U. Eq. 2230 Eq. 30 Eq. 97 Eq. 104 Eq. 61 Trip Distribution Trip distribution for The Landings at Lemay was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 5 shows the trip distribution for the short range (2028) and long range (2045) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping meeting. SITE PLAN Figure 4 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 10 B1 B1 B2 B2 B1 B2 B1 B2 A1 A1 A2 A2 B1 B1 B2 B2 C1 C2 C1 C2 B1 B1 B2 B2 B1 B2 B1 B2 A1 A1 A2 A2 B1 B1 B2 B2 C1 C2 C1 C2 A1 A1 A2 A2 B1 B1 B2 B2 C1 C2 C1 C2 Move RG here H YD TESTSTAH2O H YD TESTSTA A RV H2O H YD S W SCALE 1"=200' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 11 Lincoln Avenue Lemay Avenue Buffalo Run 9th Avenue Cordova Road Duff Drive Site Access Link Lane Plumwood Lane 5% 10% 40% 5% 5% 10% 25% DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 12 Background Traffic Projections Figure 6 shows the short range (2028) background peak hour traffic forecasts. These forecasts assume that the current street network and Cordova Street, between Duff Drive and Link Lane, exist in this area. Background traffic projections for the short range were obtained by reviewing the North Front Range Regional Transportation Plan, engineering judgment, and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that the traffic volumes would increase by approximately 2.0 percent per year. The north leg of the Cordova/Duff intersection will be built with this development, the connection to Link Lane will enable some traffic to/from the industrial park to have an alternative route to Lincoln Avenue. This is reflected in Figure 6. Figure 7 shows the long range (2045) background peak hour traffic forecasts. This reflects completion of the Cordova Road, as shown in the Fort Collins Master Street Plan. Trip Assignment/Total Traffic 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 8 shows the site generated peak hour traffic assignment. Figures 9 and 10 show the respective short range (2028) and long range (2045) total (site plus background) peak hour traffic assignment. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. For the streets in the vicinity of The Landings at Lemay 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 street system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to get an idea whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. Using the short range (2028) total peak hour traffic (Figure 9), the Lemay/9th-Duff intersection will not meet the peak hour warrant in the morning or afternoon peak hours. Using the long range (2045) total peak hour traffic (Figure 10), the peak hour signal warrant will be met at the Lemay/9th-Duff intersection in the afternoon peak hour. SHORT RANGE (2028) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 13 AM/PM Lincoln Avenue Lemay Avenue Buffalo Run 9th Avenue Cordova Road Duff Drive 78/187 362/745 8/14 10/8 594/458 45/18 2/415/10130/157 11/394/16 6/11 13/38 12/2 35/20 2/11 2/11 0/0 12/234/2531/23 0/0 7/29 12/39 4/22 Link Lane Plumwood Lane 24/4 19/663/12 67/40 1/2 2/0 10/10 18/14 1/1 3/7 44/152 2/2 22/35 73/139230/233 7/18 19/32175/3941/2 LONG RANGE (2045) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 14 185/175 25/10 170/205 25/5 10/255/25 Lincoln Avenue Lemay Avenue Buffalo Run Cordova Road Duff Drive 100/240 470/970 20/35 15/10 775/595 60/25 5/530/20170/200 15/6010/2010/25 Plumwood Lane 15/50 145/170 45/25 10/25 155/170 25/5 30/2045/3540/30 20/2010/4015/50 LinkLane AM/PM Rounded to Nearest 5 Vehicles 30/1005/15 105/75 5/5 5/5 10/10 9th Avenue 20/20 5/5 5/10 155/200 5/5 50/45 165/200300/30510/25 35/40230/5155/5 SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 15 AM/PM Lincoln Avenue Lemay Avenue Buffalo Run 9th Avenue Cordova Road Duff Drive 12/42 3/10 2/6 10/6 5/3 39/25 Site Access 8/26 3/10 10/6 1/1 4/224/15 0/1 1/4 54/34 28/17 17/58 9/30 1/5 4/3 11/7 3/11 Link Lane Plumwood Lane 24/15 10/6 8/26 3/10 SHORT RANGE (2028) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 16 AM/PM Lincoln Avenue Lemay Avenue Buffalo Run 9th Avenue Cordova Road Duff Drive 78/187 362/745 20/56 10/8 594/458 48/28 2/417/16130/157 21/459/19 45/36 Site Access 21/64 15/12 35/20 2/11 12/17 1/1 12/238/2755/38 0/1 8/33 12/39 2/0 Nominal 10/10 54/34 Nominal 28/17 17/5867/40 1/2 9/30 19/663/12 1/5 4/22 4/3 11/7 1/2 24/4 Link Lane Plumwood Lane 18/14 1/1 3/7 66/167 2/2 32/41 81/165230/233 7/18 22/42175/3941/2 LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 17 Lincoln Avenue Lemay Avenue Buffalo Run Cordova Road Duff Drive 100/240 470/970 35/80 15/10 775/595 65/35 5/530/25170/200 25/6515/2550/50 Site Access 25/75 150/180 45/25 10/25 165/175 25/5 30/2050/4065/45 20/2010/4515/50 5/10 170/205 25/5 0/0 185/175 25/10 0/0 5/5 10/5 10/250/5 5/25 5/5 Nominal 10/10 55/35 Nominal 30/20 20/60105/75 5/5 10/3030/1005/15 20/20 5/5 5/10 180/215 5/5 60/50 175/225300/30510/25 40/50230/5155/5 Plumwood Lane Link Lane 9th Avenue AM/PM Rounded to Nearest 5 Vehicles DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 18 Therefore, the Lemay/9th-Duff intersection was analyzed with stop sign and signal control in the long range (2045) future. The peak hour signal warrant analyses are provided in Appendix D. The Lemay Avenue corridor runs on an actuated coordinated 110 second cycle in the morning peak hour and a 120 second cycle in the afternoon peak hour. At the Lemay/9th-Duff intersection, the operation using the SYNCHRO software shows that the eastbound and westbound approaches will be commensurate with level of service E using the existing corridor cycle lengths. The SYNCHRO software has limitations to calculating the minor street delay and level of service with a timing cycle of 110 and 120 seconds. Regardless of how much green time is given to the minor street approaches, level of service E could not be mitigated. In some instances, the more green time given to the minor street approaches, the worse the delay became. Geometry Figures 11 and 12 show a schematic of the short range (2028) and long range (2045) geometry, respectively. This is existing geometry at the existing key intersections. Cordova Road, north of Duff Drive, should have a three lane cross section with a two-way left-turn lane. Operation Analysis Operation analyses were performed at the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood-Site Access, Cordova/Duff, Cordova/Site Access, and Cordova/Link intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2028 and 2045 conditions, respectively. The long range (2045) analysis is provided for informational purposes and to identify potential operational and/or geometric issues. Using the traffic volumes shown in Figure 6, the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood, and Cordova/Duff intersections operate in the short range (2028) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The key intersections will meet the Fort Collins criteria with regard to operation using the existing control and geometry. At the Lemay/9th-Duff intersection, the calculated delay for the morning eastbound left- turn/through lane and westbound left-turn lane will be commensurate with level of service E; and for the afternoon peak hour eastbound left-turn/through lane and westbound left- turn lane will be commensurate with level of service F: and for the afternoon the westbound approach will be commensurate with level of service E with stop sign control. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets. SHORT RANGE (2028) GEOMETRY Figure 11 DELICH ASSOCIATES The Landings at Lemay TIS, February 2023 Page 19 Lincoln Avenue Lemay Avenue Buffalo Run 9th Avenue Cordova Road Duff Drive Site Access Link Lane Plumwood Lane - Denotes Lane STOP STOP STOP STOP STOP STOP STOP STOP - Proposed Lane LONG RANGE (2040) GEOMETRY Figure 12 DELICH ASSOCIATES Thompson Thrift at Fort Collins TIS, March 2022 Page 20 Lincoln Avenue Lemay Avenue Buffalo Run 9th Avenue Cordova Road Duff Drive Site Access Link Lane Site Access Plumwood Lane - Denotes Lane STOP STOP STOP STOP STOP STOP STOP STOP STOP - Proposed Lane or DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 21 TABLE 3 Short Range (2028) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lincoln/Cordova-Buffalo Run Access (roundabout) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Lemay/9TH-Duff (stop sign) EB LT/T E (37.6 secs) F (63.2 secs) EB RT B B EB APPROACH B C WB LT E (36.2 secs) F (83.2 secs) WB T/RT C D WB APPROACH C E (38.7 secs) NB LT A A SB LT A A SB LT/T/RT A A Duff/Plumwood (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Cordova/Duff (stop sign) EB LT/T/RT A A WB LT/T/RT A B NB LT A A SB LT A A OVERALL A A DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 22 Using the traffic volumes shown in Figure 7, the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood, Cordova/Duff, and Cordova/Link intersections operate in the long range (2045) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The key intersections will meet the Fort Collins criteria with regard to operation using the existing control and geometry. At the Lemay/9th-Duff intersection, the calculated delay for the morning eastbound left-turn/through lane and westbound left-turn lane will be commensurate with level of service F; and for the morning westbound approach will be commensurate with level of service E with stop sign control. At the Lemay/9th-Duff intersection, the calculated delay for the afternoon eastbound left-turn/through lane and westbound approach will be commensurate with level of service F; and for the afternoon eastbound approach will be commensurate with level of service E with stop sign control. The Lemay/9th-Duff intersection will operate acceptably with signal control. Using the traffic volumes shown in Figure 9, the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood-Site Access, Cordova/Duff, Cordova/Site Access, and Cordova/Link intersections operate in the short range (2028) total traffic future as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The key intersections will meet the Fort Collins criteria with regard to operation using the existing control and geometry. At the Lemay/9th-Duff intersection, the calculated delay for the morning eastbound left-turn/through lane and westbound approach will be commensurate with level of service E and the westbound left-turn lane will be commensurate with level of service F; and for the afternoon peak hour eastbound left-turn/through lane, westbound left-turn lane, and westbound approach will be commensurate with level of service F with stop sign control. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets. Using the traffic volumes shown in Figure 10, the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood-Site Access, Cordova/Duff, Cordova/Site Access, and Cordova/Link intersections operate in the long range (2045) background traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The key intersections will meet the Fort Collins criteria with regard to operation using the existing control geometry, except the Lemay/9th-Duff intersection in the afternoon peak hour. At the Lemay/9th-Duff intersection, the calculated delay for the morning eastbound left-turn/through lane, westbound left-turn lane, and westbound approach will be commensurate with level of service F with stop sign control. At the Lemay/9th-Duff intersection, the calculated delay for the afternoon eastbound left- turn/through lane, eastbound approach, westbound left-turn lane, westbound through/right- turn lane, westbound approach, and overall will be commensurate with level of service F with stop sign control. The Lemay/9th-Duff intersection will operate acceptably with signal control. . DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 23 TABLE 4 Long Range (2045) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lincoln/Cordova-Buffalo Run Access (roundabout) EB LT/T/RT A A WB LT/T/RT A B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Lemay/9TH-Duff (stop sign) EB LT/T F (88.8 secs) F (328.3 secs) EB RT B B EB APPROACH D E (47.6 secs) WB LT F (91.0 secs) F (1160.4 secs) WB T/RT D F (98.7 secs) WB APPROACH E (47.6 secs) F (351.5 secs) NB LT B B SB LT A B SB LT/T/RT A C Lemay/9th-Duff (signal) EB LT/T D E (56.1 secs) EB RT D E (55.4 secs) EB APPROACH D E (56.0 secs) WB LT D E (58.3 secs) WB T/RT D E (57.3 secs) WB APPROACH D E (57.8 secs) NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB T/RT A A SB APPROACH A A OVERALL A A Duff/Plumwood (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Cordova/Duff (stop sign) EB LT/T/RT B B WB LT/T/RT B C NB LT A A SB LT A A OVERALL A A Cordova/Link (stop sign) WB LT/RT A B SB LT A A OVERALL A A DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 24 TABLE 5 Short Range (2028) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lincoln/Cordova-Buffalo Run Access (roundabout) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Lemay/9TH-Duff (stop sign) EB LT/T E (39.6 secs) F (79.5 secs) EB RT B B EB APPROACH C C WB LT F (56.3 secs) F (191.3 secs) WB T/RT C D WB APPROACH E (41.0 secs) F (90.2 secs) NB LT A A SB LT A A SB LT/T/RT A A Duff/Plumwood-Site Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Cordova/Duff (stop sign) EB LT/T/RT A A WB LT/T/RT B B NB LT A A SB LT A A OVERALL A A Cordova/Link (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 25 TABLE 6 Long Range (2045) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lincoln/Cordova-Buffalo Run Access (roundabout) EB LT/T/RT A A WB LT/T/RT A B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Lemay/9TH-Duff (stop sign) EB LT/T F (96.6 secs) F (556.5 secs) EB RT B B EB APPROACH D F (83.5 secs) WB LT F (264.0 secs) F (5599.4 secs) WB T/RT D F (159.1 secs) WB APPROACH F (160.9 secs) F (2102.1 secs) NB LT B B SB LT A B SB LT/T/RT B F (137.5 secs) Lemay/9th-Duff (signal) EB LT/T D D EB RT D D EB APPROACH D D WB LT D E (57.5 secs) WB T/RT D D WB APPROACH D E (56.1 secs) NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB T/RT A A SB APPROACH A A OVERALL A A Continued on next page DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 26 Continued from previous page TABLE 6 Long Range (2045) Total Peak Hour Operation Intersection Movement Level of Service AM PM Duff/Plumwood-Site Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A B OVERALL A A Cordova/Duff (stop sign) EB LT/T/RT B B WB LT/T/RT B C NB LT A A SB LT A A OVERALL A A Cordova/Link (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT A A SB LT A A OVERALL A A DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 27 Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of The Landings at Lemay development. There are three pedestrian destinations within 1320 feet of The Landings at Lemay development. These are: 1) the residential area to the northwest of the site; 2) the residential area (The Cottages) to the south of the site; and 3) the industrial area to the southeast of the stie. The Landings at Lemay site is located within an area termed as “other,” which sets the level of service threshold at LOS C for all other measured categories. Directness – The distance ratio to all pedestrian destinations is less than 1.6 (LOS C). Continuity – The continuity to all pedestrian destinations will be acceptable at LOS C, since Lemay Avenue and Cordova Road have sidewalk with landscaped parkways and Duff Drive will have sidewalk on both sides with completion of The Landings at Lemay development. Street Crossings – The street crossings to all pedestrian destinations will be acceptable at LOS C or better, since the street crossings are all five lanes or fewer. Visual Interest and Amenity – The visual interest and amenity to all pedestrian destinations is acceptable at LOS B, since most of the sidewalks have a residential neighborhood character. Security - The security to all pedestrian destinations is acceptable at LOS B, since most of the sidewalks are adjacent to residential land uses and the area has a residential neighborhood character. Acceptable pedestrian level of service will be achieved for all pedestrian destinations within 1320 of The Landings at Lemay. The Pedestrian LOS Worksheet is provided in Appendix I. The Landings at Lemay development will install the curb & gutter and sidewalk along the Cordova Road and Duff Drive adjacent to the site. Bicycle Level of Service Appendix I shows a map of the area that is within 1320 feet of The Landings at Lemay development. There are no bicycle destinations within 1320 feet of The Landings at Lemay development. The Bicycle LOS Worksheet is provided in Appendix I. The minimum level of service for this site is C. This site is connected to bike lanes on Lemay Avenue, Duff Drive, and Cordova Road. Therefore, it is concluded that level of service A can be achieved. Transit Level of Service This area of Fort Collins is served by Transfort Routes 5 and 14. DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 28 IV. CONCLUSIONS This study assessed the impacts of The Landings at Lemay on the street system in the vicinity of the proposed development in the short range (2018) and long range (2045) futures. As a result of this analysis, the following is concluded: - The development of The Landings at Lemay is feasible from a traffic engineering standpoint. The Landings at Lemay development will generate approximately 2,230 daily trips, 127 morning peak hour trip ends, and 165 afternoon peak hour trip ends. - Current operation at the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood, and Cordova/Duff intersections meet the City of Fort Collins Motor Vehicle LOS standards with existing control and geometry in the morning and afternoon peak hours. At the Lemay/9th-Duff intersection, the calculated delay for the afternoon peak hour eastbound left-turn/through lane and westbound left- turn lane was commensurate with level of service E and F, respectively. - The Lemay/9th-Duff intersection will not meet the peak hour warrant in the morning or afternoon peak hours in the short range (2028) future. In the long range (2045) future, the peak hour signal warrant will be met at the Lemay/9th-Duff intersection in the afternoon peak hour. - In the short range (2028) future, given the development of The Landings at Lemay and an increase in background traffic, the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood-Site Access, Cordova/Duff, Cordova/Site Access, and Cordova/Link intersections will meet the Fort Collins criteria with regard to operation using the existing control and geometry. At the Lemay/9th-Duff intersection, the calculated delay for the morning eastbound left-turn/through lane and westbound approach will be commensurate with level of service E and the westbound left-turn lane will be commensurate with level of service F; and for the afternoon peak hour eastbound left-turn/through lane, westbound left-turn lane, and westbound approach will be commensurate with level of service F with stop sign control. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets. - In the long range (2045) future, given development of The Landings at Lemay and an increase in background traffic, the Lincoln/Cordova-Buffalo Run Access, Lemay/9th-Duff, Duff/Plumwood-Site Access, Cordova/Duff, Cordova/Site Access, and Cordova/Link intersections will meet the Fort Collins criteria with regard to operation using the existing control geometry, except the Lemay/9th-Duff intersection in the afternoon peak hour. At the Lemay/9th-Duff intersection, the calculated delay for the morning eastbound left-turn/through lane, westbound left- turn lane, and westbound approach will be commensurate with level of service F with stop sign control. At the Lemay/9th-Duff intersection, the calculated delay for the afternoon eastbound left-turn/through lane, eastbound approach, westbound DELICH The Landings at Lemay TIS, February 2023 ASSOCIATES Page 29 left-turn lane, westbound through/right-turn lane, westbound approach, and overall will be commensurate with level of service F with stop sign control. The Lemay/9th- Duff intersection will operate acceptably with signal control. - The short range (2028) geometry is shown in Figure 11. The long range (2045) geometry is shown in Figure 12. This is existing geometry at the existing key intersections. Cordova Road, north of Duff Drive, should have a three lane cross section with a two-way-left-turn lane. - Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area. The practical limits of pedestrian improvements would be on The Landings at Lemay site itself. APPENDIX A 1 Lemay/Duff- Signal Warrant Analysis- will remain full movement in future. Lincoln/Cordova- Roundabout Analysis Multi-Modal Level of Service- Bike and Pedestrian Connectivity Steven Gilchrist 01/23/2023 See Changes on Attached 2 3 4 10 % 40 % 25% 10 % 5 APPENDIX B 6 D E L I C H A S S O C I A T E S 2 2 7 2 G L E N H A V E N D R I V E L O V E L A N D , C O 8 0 5 3 8 P h o n e : ( 9 7 0 ) 6 6 9 - 2 0 6 1 TA B U L A R S U M M A R Y O F V E H I C L E C O U N T S Da t e : 2/ 9 / 2 0 2 2 Ob s e r v e r : vh Da y : We d n e s d a y Ju r i s d i c t i o n : Fo r t C o l l i n s R = r i g h t t u r n In t e r s e c t i o n : Li n c o l n / C o r d o v a - A p a r t m e n t s S = s t r a i g h t L = l e f t t u r n Ti m e N o r t h b o u n d : S o u t h b o u n d : To t a l E a s t b o u n d : W e s t b o u n d : To t a l To t a l Be g i n s L S R To t a l L S R To t a l no r t h / s o u t h L S R To t a l L S R To t a l ea s t / w e s t Al l 7: 1 5 2 0 1 3 1 0 6 7 10 17 29 1 47 0 20 4 24 71 81 7: 3 0 11 0 0 11 8 0 7 15 26 11 44 3 58 0 32 3 35 93 11 9 7: 4 5 3 0 0 3 7 1 9 17 20 16 67 1 84 0 34 2 36 12 0 14 0 8: 0 0 2 0 1 3 6 0 8 14 17 11 50 1 62 1 36 10 47 10 9 12 6 # 8: 1 5 2 0 0 2 5 0 5 10 12 22 32 1 55 0 46 3 49 10 4 11 6 # 8: 3 0 9 1 2 12 2 1 16 19 31 6 56 3 65 0 40 2 42 10 7 13 8 # 7: 4 5 - 8 : 4 5 16 1 3 20 20 2 38 60 80 55 20 5 6 26 6 1 15 6 17 17 4 44 0 52 0 PH F 0. 4 4 0. 2 5 0. 3 8 0. 4 2 0. 7 1 0. 5 0. 5 9 0. 7 9 0. 6 3 0. 7 6 0. 5 0. 7 9 0. 2 5 0. 8 5 0. 4 3 0. 8 9 0. 9 3 4: 1 5 3 1 1 5 10 1 27 38 43 44 63 6 11 3 0 90 10 10 0 21 3 25 6 4: 3 0 3 0 3 6 4 1 42 47 53 30 54 3 87 1 79 5 85 17 2 22 5 4: 4 5 3 0 0 3 10 0 26 36 39 23 50 5 78 1 83 5 89 16 7 20 6 5: 0 0 4 0 2 6 8 0 33 41 47 27 41 2 70 0 10 0 9 10 9 17 9 22 6 # 5: 1 5 4 0 0 4 7 1 34 42 46 31 50 7 88 0 90 4 94 18 2 22 8 # 5: 3 0 2 0 0 2 5 2 16 23 25 28 30 7 65 1 86 10 97 16 2 18 7 # 4: 1 5 - 5 : 1 5 13 1 6 20 32 2 12 8 16 2 18 2 12 4 20 8 16 34 8 2 35 2 29 38 3 73 1 91 3 PH F 0. 8 1 0. 2 5 0. 5 0. 8 3 0. 8 0. 5 0. 7 6 0. 8 6 0. 7 0. 8 3 0. 6 7 0. 7 7 0. 5 0. 8 8 0. 7 3 0. 8 8 0. 8 9 7 D E L I C H A S S O C I A T E S 2 2 7 2 G L E N H A V E N D R I V E L O V E L A N D , C O 8 0 5 3 8 P h o n e : ( 9 7 0 ) 6 6 9 - 2 0 6 1 TA B U L A R S U M M A R Y O F V E H I C L E C O U N T S Da t e : 2/ 1 0 / 2 0 2 2 Ob s e r v e r : vh Da y : Th u r s d a y Ju r i s d i c t i o n : Fo r t C o l l i n s R = r i g h t t u r n In t e r s e c t i o n : Du f f / L e m a y S = s t r a i g h t L = l e f t t u r n Ti m e N o r t h b o u n d : S o u t h b o u n d : To t a l E a s t b o u n d : W e s t b o u n d : To t a l To t a l Be g i n s L S R To t a l L S R To t a l no r t h / s o u t h L S R To t a l L S R To t a l ea s t / w e s t Al l 7: 1 5 12 36 1 49 10 11 1 1 12 2 17 1 0 0 22 22 3 3 3 9 31 20 2 7: 3 0 15 60 2 77 8 15 9 3 17 0 24 7 1 2 34 37 1 1 3 5 42 28 9 7: 4 5 21 84 2 10 7 11 14 8 2 16 1 26 8 1 4 37 42 1 0 1 2 44 31 2 8: 0 0 16 90 0 10 6 8 10 5 4 11 7 22 3 0 1 22 23 1 1 2 4 27 25 0 # 8: 1 5 19 89 3 11 1 8 11 8 0 12 6 23 7 0 2 25 27 2 1 3 6 33 27 0 # 8: 3 0 20 66 3 89 3 14 9 2 15 4 24 3 2 2 24 28 1 4 3 8 36 27 9 # 7: 3 0 - 8 : 3 0 71 32 3 7 40 1 35 53 0 9 57 4 97 5 2 9 11 8 12 9 5 3 9 17 14 6 11 2 1 PH F 0. 8 5 0. 9 0. 5 8 0. 9 0. 8 0. 8 3 0. 5 6 0. 8 4 0. 5 0. 5 6 0. 8 0. 7 7 0. 6 3 0. 7 5 0. 7 5 0. 7 1 0. 9 4: 1 5 46 17 6 5 22 7 4 10 4 2 11 0 33 7 2 3 25 30 1 3 9 13 43 38 0 4: 3 0 42 15 4 3 19 9 5 10 5 1 11 1 31 0 0 2 33 35 3 1 7 11 46 35 6 4: 4 5 38 16 6 4 20 8 3 10 1 1 10 5 31 3 1 1 38 40 4 2 6 12 52 36 5 5: 0 0 43 16 9 1 21 3 3 99 3 10 5 31 8 1 2 46 49 2 4 8 14 63 38 1 # 5: 1 5 36 13 2 3 17 1 3 10 7 0 11 0 28 1 0 1 33 34 4 5 11 20 54 33 5 # 5: 3 0 44 14 3 4 19 1 2 99 2 10 3 29 4 0 1 30 31 2 2 2 6 37 33 1 # 4: 1 5 - 5 : 1 5 16 9 66 5 13 84 7 15 40 9 7 43 1 12 7 8 4 8 14 2 15 4 10 10 30 50 20 4 14 8 2 PH F 0. 9 2 0. 9 4 0. 6 5 0. 9 3 0. 7 5 0. 9 7 0. 5 8 0. 9 7 0. 5 0. 6 7 0. 7 7 0. 7 9 0. 6 3 0. 6 3 0. 8 3 0. 8 9 0. 9 7 8 D E L I C H A S S O C I A T E S 2 2 7 2 G L E N H A V E N D R I V E L O V E L A N D , C O 8 0 5 3 8 P h o n e : ( 9 7 0 ) 6 6 9 - 2 0 6 1 TA B U L A R S U M M A R Y O F V E H I C L E C O U N T S Da t e : 2/ 8 / 2 0 2 2 Ob s e r v e r : vh Da y : Tu e s d a y Ju r i s d i c t i o n : Fo r t C o l l i n s R = r i g h t t u r n In t e r s e c t i o n : Du f f / C o r d o v a S = s t r a i g h t L = l e f t t u r n Ti m e N o r t h b o u n d : S o u t h b o u n d : To t a l E a s t b o u n d : W e s t b o u n d : To t a l To t a l Be g i n s L S R To t a l L S R To t a l no r t h / s o u t h L S R To t a l L S R To t a l ea s t / w e s t Al l 7: 1 5 0 4 4 0 4 9 4 13 2 1 3 16 20 7: 3 0 2 6 8 0 8 8 8 16 3 2 5 21 29 7: 4 5 1 6 7 0 7 5 10 15 1 2 3 18 25 8: 0 0 3 9 12 0 12 13 5 18 3 1 4 22 34 # 8: 1 5 4 9 13 0 13 6 4 10 6 1 7 17 30 # 8: 3 0 4 8 12 0 12 7 9 16 1 2 3 19 31 # 7: 4 5 - 8 : 4 5 12 0 32 44 0 0 0 0 44 0 31 28 59 11 6 0 17 76 12 0 PH F 0. 7 5 n/ a 0. 8 9 0. 8 5 n/ a n/ a n/ a n/ a n/ a 0. 6 0. 7 0. 8 2 0. 4 6 0. 7 5 n/ a 0. 6 1 0. 8 8 4: 1 5 6 4 10 0 10 8 4 12 7 6 13 25 35 4: 3 0 6 6 12 0 12 7 3 10 9 4 13 23 35 4: 4 5 9 4 13 0 13 6 6 12 10 3 13 25 38 5: 0 0 13 4 17 0 17 2 8 10 9 13 22 32 49 # 5: 1 5 6 8 14 0 14 6 3 9 6 6 12 21 35 # 5: 3 0 6 3 9 0 9 3 3 6 9 10 19 25 34 # 4: 1 5 - 5 : 1 5 34 0 18 52 0 0 0 0 52 0 23 21 44 35 26 0 61 10 5 15 7 PH F 0. 6 5 n/ a 0. 7 5 0. 7 6 n/ a n/ a n/ a n/ a n/ a 0. 7 2 0. 6 6 0. 9 2 0. 8 8 0. 5 n/ a 0. 6 9 0. 8 9 APPENDIX C 10 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Recent AM Synchro 11 Light Report Intersection Intersection Delay, s/veh 4.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 285 187 21 65 Demand Flow Rate, veh/h 290 190 21 66 Vehicles Circulating, veh/h 25 78 306 189 Vehicles Exiting, veh/h 230 249 9 79 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 4.6 4.1 3.7 3.7 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 290 190 21 66 Cap Entry Lane, veh/h 1345 1274 1010 1138 Entry HV Adj Factor 0.981 0.982 0.999 0.984 Flow Entry, veh/h 285 187 21 65 Cap Entry, veh/h 1320 1252 1009 1120 V/C Ratio 0.216 0.149 0.021 0.058 Control Delay, s/veh 4.6 4.1 3.7 3.7 LOS AAAA 95th %tile Queue, veh 1100 11 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Recent PM Synchro 11 Light Report Intersection Intersection Delay, s/veh 6.2 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 391 431 23 182 Demand Flow Rate, veh/h 399 440 23 186 Vehicles Circulating, veh/h 41 158 418 421 Vehicles Exiting, veh/h 566 283 22 177 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.5 6.9 4.2 6.2 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 399 440 23 186 Cap Entry Lane, veh/h 1323 1174 901 898 Entry HV Adj Factor 0.981 0.980 0.999 0.978 Flow Entry, veh/h 391 431 23 182 Cap Entry, veh/h 1298 1151 900 879 V/C Ratio 0.302 0.375 0.026 0.207 Control Delay, s/veh 5.5 6.9 4.2 6.2 LOS AAAA 95th %tile Queue, veh 1201 12 HCM 6th TWSC 2: Lemay & 9th/Duff Recent AM Synchro 11 Light Report 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 2 9 118 5 3 9 71 323 7 35 530 9 Future Vol, veh/h 2 9 118 5 3 9 71 323 7 35 530 9 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 10 131 6 3 10 79 359 8 39 589 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1011 1197 300 895 1194 180 599 0 0 367 0 0 Stage 1 672 672 - 517 517 ------- Stage 2 339 525 - 378 677 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 194 185 696 235 185 832 974 - - 1188 - - Stage 1 412 453 - 509 532 ------- Stage 2 649 528 - 616 450 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 173 164 696 166 164 832 974 - - 1188 - - Mov Cap-2 Maneuver 173 164 - 166 164 ------- Stage 1 379 438 - 468 489 ------- Stage 2 585 485 - 473 435 ------- Approach EB WB NB SB HCM Control Delay, s 12.8 17.9 1.6 0.5 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)974 - - 166 696 166 412 1188 - - HCM Lane V/C Ratio 0.081 - - 0.074 0.188 0.033 0.032 0.033 - - HCM Control Delay (s) 9 - - 28.4 11.4 27.4 14 8.1 - - HCM Lane LOS A - - D B D B A - - HCM 95th %tile Q(veh) 0.3 - - 0.2 0.7 0.1 0.1 0.1 - - 13 HCM 6th TWSC 2: Lemay & 9th/Duff Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 8 142 10 10 30 169 665 13 15 409 7 Future Vol, veh/h 4 8 142 10 10 30 169 665 13 15 409 7 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - 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 4 8 146 10 10 31 174 686 13 15 422 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1152 1503 215 1279 1493 343 429 0 0 699 0 0 Stage 1 456 456 - 1034 1034 ------- Stage 2 696 1047 - 245 459 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 153 120 790 123 122 653 1127 - - 893 - - Stage 1 554 567 - 248 308 ------- Stage 2 398 303 - 737 565 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 117 100 790 82 102 653 1127 - - 893 - - Mov Cap-2 Maneuver 117 100 - 82 102 ------- Stage 1 469 557 - 210 261 ------- Stage 2 308 256 - 582 555 ------- Approach EB WB NB SB HCM Control Delay, s 13.2 27.2 1.8 0.3 HCM LOS B D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)1127 - - 105 790 82 278 893 - - HCM Lane V/C Ratio 0.155 - - 0.118 0.185 0.126 0.148 0.017 - - HCM Control Delay (s) 8.8 - - 43.8 10.6 55.1 20.2 9.1 - - HCM Lane LOS A - - E B F C A - - HCM 95th %tile Q(veh) 0.5 - - 0.4 0.7 0.4 0.5 0.1 - - 14 HCM 6th TWSC 3: Plumwood & Duff Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 50 1 3 15 2 9 Future Vol, veh/h 50 1 3 15 2 9 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 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 56 1 3 17 2 10 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 57 0 80 57 Stage 1 - - - - 57 - Stage 2 - - - - 23 - 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 - - 1547 - 922 1009 Stage 1 - - - - 966 - Stage 2 - - - - 1000 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1547 - 920 1009 Mov Cap-2 Maneuver - - - - 920 - Stage 1 - - - - 966 - Stage 2 - - - - 998 - Approach EB WB NB HCM Control Delay, s 0 1.2 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)992 - - 1547 - HCM Lane V/C Ratio 0.012 - - 0.002 - HCM Control Delay (s) 8.7 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 15 HCM 6th TWSC 3: Plumwood & Duff Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 34 2 10 50 0 10 Future Vol, veh/h 34 2 10 50 0 10 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 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 40 2 12 59 0 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 42 0 124 41 Stage 1 - - - - 41 - Stage 2 - - - - 83 - 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 - - 1567 - 871 1030 Stage 1 - - - - 981 - Stage 2 - - - - 940 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1567 - 864 1030 Mov Cap-2 Maneuver - - - - 864 - Stage 1 - - - - 981 - Stage 2 - - - - 932 - Approach EB WB NB HCM Control Delay, s 0 1.2 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1030 - - 1567 - HCM Lane V/C Ratio 0.011 - - 0.008 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 16 HCM 6th TWSC 4: Cordova & Duff Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 31 28 11 6 0 12 0 32 0 0 0 Future Vol, veh/h 0 31 28 11 6 0 12 0 32 0 0 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 35 32 13 7 0 14 0 36 0 0 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 51 65 1 81 47 18 1 0 0 36 0 0 Stage 1 1 1 - 46 46 ------- Stage 2 50 64 - 35 1 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 948 826 1084 907 845 1061 1622 - - 1575 - - Stage 1 1022 895 - 968 857 ------- Stage 2 963 842 - 981 895 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 936 819 1084 846 837 1061 1622 - - 1575 - - Mov Cap-2 Maneuver 936 819 - 846 837 ------- Stage 1 1013 895 - 959 849 ------- Stage 2 947 834 - 915 895 ------- Approach EB WB NB SB HCM Control Delay, s 9.2 9.4 2 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1622 - - 926 843 1575 - - HCM Lane V/C Ratio 0.008 - - 0.072 0.023 - - - HCM Control Delay (s) 7.2 - - 9.2 9.4 0 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0 - - 17 HCM 6th TWSC 4: Cordova & Duff Recent PM Synchro 11 Light Report 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 0 23 21 35 26 0 34 0 18 0 0 0 Future Vol, veh/h 0 23 21 35 26 0 34 0 18 0 0 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 27 25 41 31 0 40 0 21 0 0 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 107 102 1 118 92 11 1 0 0 21 0 0 Stage 1 1 1 - 91 91 ------- Stage 2 106 101 - 27 1 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 872 788 1084 858 798 1070 1622 - - 1595 - - Stage 1 1022 895 - 916 820 ------- Stage 2 900 811 - 990 895 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 830 768 1084 801 778 1070 1622 - - 1595 - - Mov Cap-2 Maneuver 830 768 - 801 778 ------- Stage 1 996 895 - 893 800 ------- Stage 2 844 791 - 938 895 ------- Approach EB WB NB SB HCM Control Delay, s 9.3 10 4.8 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1622 - - 892 791 1595 - - HCM Lane V/C Ratio 0.025 - - 0.058 0.091 - - - HCM Control Delay (s) 7.3 - - 9.3 10 0 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.3 0 - - 18 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 19 Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page 4-23 Adopted by Larimer County, City of Loveland, City of Fort Collins Table 4-2 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach leg Any Movement Signalized D1 E E2 Unsignalized Arterial / Arterial Collector / Collector E3 F4 Unsignalized Arterial / Collector Arterial / Local Collector / Local Local / Local D3 F4 Roundabout E 3,5 E54 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 weighted average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 20 APPENDIX D 21 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB A M 1 4 9 V P H AM 1 1 1 2 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 4 8 2 V P H EB P M 1 7 7 V P H WB P M 1 0 0 V P H WB A M 7 5 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . SH O R T R A N G E ( 2 0 2 7 ) T O T A L P E A K H O U R W A R R A N T A T L E M A Y / 9 T H - D U F F MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB A M 1 4 9 V P H AM 1 1 1 2 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 4 8 2 V P H EB P M 1 7 7 V P H WB P M 1 0 0 V P H WB A M 7 5 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB A M 1 4 9 V P H AM 1 1 1 2 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 4 8 2 V P H EB P M 1 7 7 V P H WB P M 1 0 0 V P H WB A M 7 5 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB A M 1 4 9 V P H AM 1 1 1 2 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 4 8 2 V P H EB P M 1 7 7 V P H WB P M 1 0 0 V P H WB A M 7 5 V P H 22 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB A M 2 0 5 V P H AM 1 4 6 0 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 9 3 0 V P H EB P M 2 3 0 V P H WB P M 1 4 0 V P H WB A M 9 0 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . LO N G R A N G E ( 2 0 4 0 ) T O T A L P E A K H O U R W A R R A N T A T L E M A Y / 9 T H - D U F F MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB A M 2 0 5 V P H AM 1 4 6 0 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 9 3 0 V P H EB P M 2 3 0 V P H WB P M 1 4 0 V P H WB A M 9 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB A M 2 0 5 V P H AM 1 4 6 0 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 9 3 0 V P H EB P M 2 3 0 V P H WB P M 1 4 0 V P H WB A M 9 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB A M 2 0 5 V P H AM 1 4 6 0 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S PM 1 9 3 0 V P H EB P M 2 3 0 V P H WB P M 1 4 0 V P H WB A M 9 0 V P H 23 APPENDIX E 24 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Short Background AM Synchro 11 Light Report Intersection Intersection Delay, s/veh 4.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 333 209 23 73 Demand Flow Rate, veh/h 340 213 23 74 Vehicles Circulating, veh/h 27 100 356 212 Vehicles Exiting, veh/h 259 279 11 101 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 4.9 4.4 4.0 3.9 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 340 213 23 74 Cap Entry Lane, veh/h 1342 1246 960 1112 Entry HV Adj Factor 0.980 0.982 0.999 0.986 Flow Entry, veh/h 333 209 23 73 Cap Entry, veh/h 1315 1224 959 1096 V/C Ratio 0.253 0.171 0.024 0.067 Control Delay, s/veh 4.9 4.4 4.0 3.9 LOS AAAA 95th %tile Queue, veh 1100 25 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Short Background PM Synchro 11 Light Report 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 438 481 25 212 Demand Flow Rate, veh/h 446 491 25 216 Vehicles Circulating, veh/h 44 176 466 470 Vehicles Exiting, veh/h 642 315 24 197 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.9 7.7 4.5 7.0 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 446 491 25 216 Cap Entry Lane, veh/h 1319 1153 858 854 Entry HV Adj Factor 0.982 0.980 0.999 0.981 Flow Entry, veh/h 438 481 25 212 Cap Entry, veh/h 1295 1130 857 838 V/C Ratio 0.338 0.426 0.029 0.253 Control Delay, s/veh 5.9 7.7 4.5 7.0 LOS AAAA 95th %tile Queue, veh 2201 26 HCM 6th TWSC 2: Lemay & 9th/Duff Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 15 130 6 4 11 78 362 8 45 594 10 Future Vol, veh/h 2 15 130 6 4 11 78 362 8 45 594 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 17 144 7 4 12 87 402 9 50 660 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1143 1351 336 1015 1347 201 671 0 0 411 0 0 Stage 1 766 766 - 576 576 ------- Stage 2 377 585 - 439 771 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 155 149 660 192 150 806 915 - - 1144 - - Stage 1 361 410 - 470 500 ------- Stage 2 616 496 - 567 408 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 133 129 660 122 130 806 915 - - 1144 - - Mov Cap-2 Maneuver 133 129 - 122 130 ------- Stage 1 327 392 - 425 453 ------- Stage 2 544 449 - 406 390 ------- Approach EB WB NB SB HCM Control Delay, s 15 21.9 1.6 0.6 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)915 - - 129 660 122 338 1144 - - HCM Lane V/C Ratio 0.095 - - 0.146 0.219 0.055 0.049 0.044 - - HCM Control Delay (s) 9.3 - - 37.6 12 36.2 16.2 8.3 - - HCM Lane LOS A - - E B E C A - - HCM 95th %tile Q(veh) 0.3 - - 0.5 0.8 0.2 0.2 0.1 - - 27 HCM 6th TWSC 2: Lemay & 9th/Duff Short Background PM Synchro 11 Light Report 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 4 10 157 11 16 39 187 745 14 18 458 8 Future Vol, veh/h 4 10 157 11 16 39 187 745 14 18 458 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - 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 4 10 162 11 16 40 193 768 14 19 472 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1292 1682 240 1433 1672 384 480 0 0 782 0 0 Stage 1 514 514 - 1154 1154 ------- Stage 2 778 1168 - 279 518 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 120 94 761 95 95 614 1079 - - 832 - - Stage 1 511 534 - 210 270 ------- Stage 2 355 266 - 704 531 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 80 75 761 57 76 614 1079 - - 832 - - Mov Cap-2 Maneuver 80 75 - 57 76 ------- Stage 1 420 522 - 172 222 ------- Stage 2 252 218 - 531 519 ------- Approach EB WB NB SB HCM Control Delay, s 15.3 38.7 1.8 0.4 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)1079 - - 76 761 57 201 832 - - HCM Lane V/C Ratio 0.179 - - 0.19 0.213 0.199 0.282 0.022 - - HCM Control Delay (s) 9.1 - - 63.2 11 83.2 29.8 9.4 - - HCM Lane LOS A - - F B F D A - - HCM 95th %tile Q(veh) 0.6 - - 0.6 0.8 0.7 1.1 0.1 - - 28 HCM 6th TWSC 3: Plumwood & Duff Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 67 1 3 19 2 10 Future Vol, veh/h 67 1 3 19 2 10 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 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 75 1 3 21 2 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 76 0 103 76 Stage 1 - - - - 76 - Stage 2 - - - - 27 - 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 - - 1523 - 895 985 Stage 1 - - - - 947 - Stage 2 - - - - 996 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1523 - 893 985 Mov Cap-2 Maneuver - - - - 893 - Stage 1 - - - - 947 - Stage 2 - - - - 994 - Approach EB WB NB HCM Control Delay, s 0 1 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)968 - - 1523 - HCM Lane V/C Ratio 0.014 - - 0.002 - HCM Control Delay (s) 8.8 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 29 HCM 6th TWSC 3: Plumwood & Duff Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 40 2 12 66 0 10 Future Vol, veh/h 40 2 12 66 0 10 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 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 47 2 14 78 0 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 49 0 154 48 Stage 1 - - - - 48 - Stage 2 - - - - 106 - 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 - - 1558 - 838 1021 Stage 1 - - - - 974 - Stage 2 - - - - 918 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1558 - 830 1021 Mov Cap-2 Maneuver - - - - 830 - Stage 1 - - - - 974 - Stage 2 - - - - 910 - Approach EB WB NB HCM Control Delay, s 0 1.1 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1021 - - 1558 - HCM Lane V/C Ratio 0.012 - - 0.009 - HCM Control Delay (s) 8.6 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 30 HCM 6th TWSC 4: Cordova & Duff Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 34 31 12 7 0 13 12 35 0 2 2 Future Vol, veh/h 12 34 31 12 7 0 13 12 35 0 2 2 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 22222222222 Mvmt Flow 14 39 35 14 8 0 15 14 40 0 2 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 71 87 3 104 68 34 4 0 0 54 0 0 Stage 1 3 3 - 64 64 ------- Stage 2 68 84 - 40 4 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 920 803 1081 876 823 1039 1618 - - 1551 - - Stage 1 1020 893 - 947 842 ------- Stage 2 942 825 - 975 892 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 907 796 1081 810 816 1039 1618 - - 1551 - - Mov Cap-2 Maneuver 907 796 - 810 816 ------- Stage 1 1011 893 - 938 834 ------- Stage 2 924 818 - 902 892 ------- Approach EB WB NB SB HCM Control Delay, s 9.4 9.6 1.6 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1618 - - 910 812 1551 - - HCM Lane V/C Ratio 0.009 - - 0.096 0.027 - - - HCM Control Delay (s) 7.2 - - 9.4 9.6 0 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0 - - 31 HCM 6th TWSC 4: Cordova & Duff Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 7.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 25 23 39 29 0 38 2 20 0 11 11 Future Vol, veh/h 2 25 23 39 29 0 38 2 20 0 11 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 29 27 46 34 0 45 2 24 0 13 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 141 136 20 152 130 14 26 0 0 26 0 0 Stage 1 20 20 - 104 104 ------- Stage 2 121 116 - 48 26 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 829 755 1058 815 761 1066 1588 - - 1588 - - Stage 1 999 879 - 902 809 ------- Stage 2 883 800 - 965 874 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 783 734 1058 753 740 1066 1588 - - 1588 - - Mov Cap-2 Maneuver 783 734 - 753 740 ------- Stage 1 971 879 - 877 786 ------- Stage 2 821 778 - 909 874 ------- Approach EB WB NB SB HCM Control Delay, s 9.5 10.4 4.6 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1588 - - 857 747 1588 - - HCM Lane V/C Ratio 0.028 - - 0.069 0.107 - - - HCM Control Delay (s) 7.3 - - 9.5 10.4 0 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.4 0 - - 32 APPENDIX F 33 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Long Background AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 1 Intersection Intersection Delay, s/veh 6.1 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 501 284 31 221 Demand Flow Rate, veh/h 510 290 31 225 Vehicles Circulating, veh/h 64 203 553 273 Vehicles Exiting, veh/h 434 381 21 220 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.6 5.7 5.0 5.5 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 510 290 31 225 Cap Entry Lane, veh/h 1293 1122 785 1045 Entry HV Adj Factor 0.982 0.980 0.997 0.982 Flow Entry, veh/h 501 284 31 221 Cap Entry, veh/h 1269 1099 783 1025 V/C Ratio 0.395 0.259 0.039 0.215 Control Delay, s/veh 6.6 5.7 5.0 5.5 LOS AAAA 95th %tile Queue, veh 2101 34 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Long Background PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 1 Intersection Intersection Delay, s/veh 8.8 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 558 589 37 263 Demand Flow Rate, veh/h 569 601 37 268 Vehicles Circulating, veh/h 58 241 590 579 Vehicles Exiting, veh/h 789 386 37 263 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.2 10.4 5.3 9.1 Approach LOS ABAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 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 569 601 37 268 Cap Entry Lane, veh/h 1301 1079 756 765 Entry HV Adj Factor 0.980 0.980 0.997 0.981 Flow Entry, veh/h 558 589 37 263 Cap Entry, veh/h 1275 1058 754 750 V/C Ratio 0.437 0.557 0.049 0.351 Control Delay, s/veh 7.2 10.4 5.3 9.1 LOS ABAA 95th %tile Queue, veh 2402 35 HCM 6th TWSC 2: Lemay & 9th/Duff Long Background AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 2 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 5 30 170 10 10 15 100 470 20 60 775 15 Future Vol, veh/h 5 30 170 10 10 15 100 470 20 60 775 15 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - 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 5 32 179 11 11 16 105 495 21 63 816 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1413 1676 416 1255 1663 248 832 0 0 516 0 0 Stage 1 950 950 - 705 705 ------- Stage 2 463 726 - 550 958 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 98 94 585 128 96 752 796 - - 1046 - - Stage 1 280 337 - 393 437 ------- Stage 2 548 428 - 487 334 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 74 77 585 52 78 752 796 - - 1046 - - Mov Cap-2 Maneuver 74 77 - 52 78 ------- Stage 1 243 317 - 341 379 ------- Stage 2 453 372 - 286 314 ------- Approach EB WB NB SB HCM Control Delay, s 26.6 47.6 1.7 0.6 HCM LOS D E Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)796 - - 77 585 52 169 1046 - - HCM Lane V/C Ratio 0.132 - - 0.478 0.306 0.202 0.156 0.06 - - HCM Control Delay (s) 10.2 - - 88.8 13.8 91 30.2 8.7 - - HCM Lane LOS B - - F B F D A - - HCM 95th %tile Q(veh) 0.5 - - 2 1.3 0.7 0.5 0.2 - - 36 HCM 6th TWSC 2: Lemay & 9th/Duff Long Background PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 2 Intersection Int Delay, s/veh 22.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 20 200 25 20 60 240 970 35 25 595 10 Future Vol, veh/h 5 20 200 25 20 60 240 970 35 25 595 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - 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 5 21 206 26 21 62 247 1000 36 26 613 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1675 2200 312 1863 2169 500 623 0 0 1036 0 0 Stage 1 670 670 - 1494 1494 ------- Stage 2 1005 1530 - 369 675 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 62 44 684 45 46 516 954 - - 667 - - Stage 1 413 454 - 129 185 ------- Stage 2 259 177 - 623 451 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 22 31 684 ~ 12 33 516 954 - - 667 - - Mov Cap-2 Maneuver 22 31 - ~ 12 33 ------- Stage 1 306 436 - 96 137 ------- Stage 2 144 131 - 398 433 ------- Approach EB WB NB SB HCM Control Delay, s 47.6 $ 351.5 1.9 0.4 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)954 - - 29 684 12 111 667 - - HCM Lane V/C Ratio 0.259 - - 0.889 0.301 2.148 0.743 0.039 - - HCM Control Delay (s) 10.1 - -$ 328.3 12.5$ 1160.4 98.7 10.6 - - HCM Lane LOS B - - F B F F B - - HCM 95th %tile Q(veh) 1 - - 2.9 1.3 4.1 4.1 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 37 HCM 6th Signalized Intersection Summary 2: Lemay & 9th/Duff Long Background AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 30 170 10 10 15 100 470 20 60 775 15 Future Volume (veh/h) 5 30 170 10 10 15 100 470 20 60 775 15 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 5 32 5 11 11 5 105 495 6 63 816 15 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 44 67 64 94 49 22 626 2835 1265 821 2831 52 Arrive On Green 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.80 0.80 0.04 0.79 0.79 Sat Flow, veh/h 158 1659 1585 1371 1217 553 1781 3554 1585 1781 3570 66 Grp Volume(v), veh/h 37 0 5 11 0 16 105 495 6 63 406 425 Grp Sat Flow(s),veh/h/ln 1817 0 1585 1371 0 1771 1781 1777 1585 1781 1777 1859 Q Serve(g_s), s 0.6 0.0 0.3 0.9 0.0 1.0 1.1 3.6 0.1 0.7 6.7 6.7 Cycle Q Clear(g_c), s 2.2 0.0 0.3 3.0 0.0 1.0 1.1 3.6 0.1 0.7 6.7 6.7 Prop In Lane 0.14 1.00 1.00 0.31 1.00 1.00 1.00 0.04 Lane Grp Cap(c), veh/h 111 0 64 94 0 72 626 2835 1265 821 1409 1474 V/C Ratio(X) 0.33 0.00 0.08 0.12 0.00 0.22 0.17 0.17 0.00 0.08 0.29 0.29 Avail Cap(c_a), veh/h 485 0 396 381 0 443 783 2835 1265 890 1409 1474 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.6 0.0 50.8 53.1 0.0 51.1 1.8 2.6 2.3 1.7 3.1 3.1 Incr Delay (d2), s/veh 1.7 0.0 0.5 0.5 0.0 1.5 0.1 0.1 0.0 0.0 0.5 0.5 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 1.1 0.0 0.1 0.3 0.0 0.5 0.3 1.0 0.0 0.2 2.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.4 0.0 51.3 53.7 0.0 52.6 1.9 2.7 2.3 1.7 3.6 3.5 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 42 27 606 894 Approach Delay, s/veh 53.1 53.1 2.6 3.4 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.8 92.3 9.0 9.3 91.7 9.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 60.5 27.5 14.5 54.5 27.5 Max Q Clear Time (g_c+I1), s 2.7 5.6 4.2 3.1 8.7 5.0 Green Ext Time (p_c), s 0.0 3.8 0.1 0.2 6.3 0.1 Intersection Summary HCM 6th Ctrl Delay 5.3 HCM 6th LOS A 38 Timing Report, Sorted By Phase 2: Lemay & 9th/Duff Long Background AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 2 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)13 65 32 19 59 32 Maximum Split (%) 11.8% 59.1% 29.1% 17.3% 53.6% 29.1% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 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)91 104 59 91 0 59 End Time (s)104 59 91 0 59 91 Yield/Force Off (s)99.5 54.5 86.5 105.5 54.5 86.5 Yield/Force Off 170(s) 99.5 43.5 75.5 105.5 43.5 75.5 Local Start Time (s)91 104 59 91 0 59 Local Yield (s)99.5 54.5 86.5 105.5 54.5 86.5 Local Yield 170(s)99.5 43.5 75.5 105.5 43.5 75.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: Lemay & 9th/Duff 39 Queues 2: Lemay & 9th/Duff Long Background AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 1 Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 37 179 11 27 105 495 21 63 832 v/c Ratio 0.28 0.63 0.11 0.19 0.19 0.18 0.02 0.08 0.32 Control Delay 51.9 17.3 47.8 30.1 2.6 4.3 0.1 2.1 5.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.9 17.3 47.8 30.1 2.6 4.3 0.1 2.1 5.5 Queue Length 50th (ft) 25 0778440585 Queue Length 95th (ft) 56 65 25 34 22 77 0 15 143 Internal Link Dist (ft) 1353 433 1112 1010 Turn Bay Length (ft) 150 150 250 250 250 Base Capacity (vph) 446 530 341 436 649 2703 1223 787 2618 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.08 0.34 0.03 0.06 0.16 0.18 0.02 0.08 0.32 Intersection Summary 40 HCM 6th Signalized Intersection Summary 2: Lemay & 9th/Duff Long Background PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 20 200 25 20 60 240 970 35 25 595 10 Future Volume (veh/h) 5 20 200 25 20 60 240 970 35 25 595 10 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 5 21 8 26 21 5 247 1000 25 26 613 9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 45 76 75 106 69 16 747 2901 1294 513 2842 42 Arrive On Green 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.82 0.82 0.02 0.79 0.79 Sat Flow, veh/h 192 1610 1585 1381 1460 348 1781 3554 1585 1781 3585 53 Grp Volume(v), veh/h 26 0 8 26 0 26 247 1000 25 26 304 318 Grp Sat Flow(s),veh/h/ln 1803 0 1585 1381 0 1808 1781 1777 1585 1781 1777 1861 Q Serve(g_s), s 0.0 0.0 0.6 2.2 0.0 1.7 3.0 8.6 0.4 0.3 5.1 5.1 Cycle Q Clear(g_c), s 1.6 0.0 0.6 3.8 0.0 1.7 3.0 8.6 0.4 0.3 5.1 5.1 Prop In Lane 0.19 1.00 1.00 0.19 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 121 0 75 106 0 85 747 2901 1294 513 1409 1475 V/C Ratio(X) 0.22 0.00 0.11 0.24 0.00 0.31 0.33 0.34 0.02 0.05 0.22 0.22 Avail Cap(c_a), veh/h 483 0 403 392 0 459 1070 2901 1294 581 1409 1475 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.3 0.0 54.8 57.1 0.0 55.3 1.9 2.8 2.1 2.2 3.1 3.1 Incr Delay (d2), s/veh 0.9 0.0 0.6 1.2 0.0 2.0 0.3 0.3 0.0 0.0 0.4 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 0.8 0.0 0.2 0.8 0.0 0.8 0.7 2.4 0.1 0.1 1.6 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.1 0.0 55.4 58.3 0.0 57.3 2.1 3.1 2.1 2.2 3.5 3.4 LnGrp LOS EAEEAEAAAAAA Approach Vol, veh/h 34 52 1272 648 Approach Delay, s/veh 56.0 57.8 2.9 3.4 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.4 102.5 10.1 10.2 99.6 10.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 68.5 30.5 27.5 48.5 30.5 Max Q Clear Time (g_c+I1), s 2.3 10.6 3.6 5.0 7.1 5.8 Green Ext Time (p_c), s 0.0 9.6 0.1 0.7 4.3 0.1 Intersection Summary HCM 6th Ctrl Delay 5.4 HCM 6th LOS A 41 Timing Report, Sorted By Phase 2: Lemay & 9th/Duff Long Background PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 2 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)12 73 35 32 53 35 Maximum Split (%) 10.0% 60.8% 29.2% 26.7% 44.2% 29.2% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 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)88 100 53 88 0 53 End Time (s)100 53 88 0 53 88 Yield/Force Off (s)95.5 48.5 83.5 115.5 48.5 83.5 Yield/Force Off 170(s) 95.5 37.5 72.5 115.5 37.5 72.5 Local Start Time (s)88 100 53 88 0 53 Local Yield (s)95.5 48.5 83.5 115.5 48.5 83.5 Local Yield 170(s)95.5 37.5 72.5 115.5 37.5 72.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: Lemay & 9th/Duff 42 Queues 2: Lemay & 9th/Duff Long Background PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 1 Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 26 206 26 83 247 1000 36 26 623 v/c Ratio 0.21 0.68 0.27 0.47 0.36 0.35 0.03 0.05 0.24 Control Delay 54.9 18.6 57.9 27.8 3.2 4.4 0.7 2.2 5.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.9 18.6 57.9 27.8 3.2 4.4 0.7 2.2 5.4 Queue Length 50th (ft) 20 0 20 16 21 106 0 2 64 Queue Length 95th (ft) 47 72 47 64 52 175 5 8 116 Internal Link Dist (ft) 1353 433 1112 1010 Turn Bay Length (ft) 150 150 250 250 250 Base Capacity (vph) 441 555 350 466 854 2836 1279 503 2632 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.06 0.37 0.07 0.18 0.29 0.35 0.03 0.05 0.24 Intersection Summary 43 HCM 6th TWSC 3: Plumwood & Duff Long Background AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 3 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 105 5 5 30 5 10 Future Vol, veh/h 105 5 5 30 5 10 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 111 5 5 32 5 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 116 0 156 114 Stage 1 - - - - 114 - Stage 2 - - - - 42 - 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 - - 1473 - 835 939 Stage 1 - - - - 911 - Stage 2 - - - - 980 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1473 - 832 939 Mov Cap-2 Maneuver - - - - 832 - Stage 1 - - - - 911 - Stage 2 - - - - 977 - Approach EB WB NB HCM Control Delay, s 0 1.1 9.1 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)900 - - 1473 - HCM Lane V/C Ratio 0.018 - - 0.004 - HCM Control Delay (s) 9.1 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 44 HCM 6th TWSC 3: Plumwood & Duff Long Background PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 3 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 75 5 15 100 5 10 Future Vol, veh/h 75 5 15 100 5 10 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 79 5 16 105 5 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 84 0 219 82 Stage 1 - - - - 82 - Stage 2 - - - - 137 - 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 - - 1513 - 769 978 Stage 1 - - - - 941 - Stage 2 - - - - 890 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1513 - 761 978 Mov Cap-2 Maneuver - - - - 761 - Stage 1 - - - - 941 - Stage 2 - - - - 880 - Approach EB WB NB HCM Control Delay, s 0 1 9.1 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)893 - - 1513 - HCM Lane V/C Ratio 0.018 - - 0.01 - HCM Control Delay (s) 9.1 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 45 HCM 6th TWSC 4: Cordova & Duff Long Background AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 4 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 30 45 40 15 10 20 15 145 45 25 155 10 Future Vol, veh/h 30 45 40 15 10 20 15 145 45 25 155 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------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 32 47 42 16 11 21 16 153 47 26 163 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 446 453 169 474 435 177 174 0 0 200 0 0 Stage 1 221 221 - 209 209 ------- Stage 2 225 232 - 265 226 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 523 503 875 501 514 866 1403 - - 1372 - - Stage 1 781 720 - 793 729 ------- Stage 2 778 713 - 740 717 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 491 488 875 431 499 866 1403 - - 1372 - - Mov Cap-2 Maneuver 491 488 - 431 499 ------- Stage 1 772 706 - 784 721 ------- Stage 2 739 705 - 645 703 ------- Approach EB WB NB SB HCM Control Delay, s 12.9 11.8 0.6 1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1403 - - 578 577 1372 - - HCM Lane V/C Ratio 0.011 - - 0.209 0.082 0.019 - - HCM Control Delay (s) 7.6 - - 12.9 11.8 7.7 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.8 0.3 0.1 - - 46 HCM 6th TWSC 4: Cordova & Duff Long Background PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 4 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 20 35 30 50 40 20 50 170 25 5 170 25 Future Vol, veh/h 20 35 30 50 40 20 50 170 25 5 170 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------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 21 37 32 53 42 21 53 179 26 5 179 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 532 513 192 535 513 192 205 0 0 205 0 0 Stage 1 202 202 - 298 298 ------- Stage 2 330 311 - 237 215 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 458 465 850 456 465 850 1366 - - 1366 - - Stage 1 800 734 - 711 667 ------- Stage 2 683 658 - 766 725 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 401 445 850 398 445 850 1366 - - 1366 - - Mov Cap-2 Maneuver 401 445 - 398 445 ------- Stage 1 769 731 - 683 641 ------- Stage 2 598 632 - 698 722 ------- Approach EB WB NB SB HCM Control Delay, s 13.4 15.4 1.6 0.2 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1366 - - 519 460 1366 - - HCM Lane V/C Ratio 0.039 - - 0.172 0.252 0.004 - - HCM Control Delay (s) 7.7 - - 13.4 15.4 7.6 - - HCM Lane LOS A - - B C A - - HCM 95th %tile Q(veh) 0.1 - - 0.6 1 0 - - 47 HCM 6th TWSC 6: Cordova & Link Long Background AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 5 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 10 170 25 25 185 Future Vol, veh/h 5 10 170 25 25 185 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - 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 11 179 26 26 195 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 439 192 0 0 205 0 Stage 1 192 ----- Stage 2 247 ----- 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 575 850 - - 1366 - Stage 1 841 ----- Stage 2 794 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 564 850 - - 1366 - Mov Cap-2 Maneuver 625 ----- Stage 1 841 ----- Stage 2 779 ----- Approach WB NB SB HCM Control Delay, s 9.8 0 0.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 759 1366 - HCM Lane V/C Ratio - - 0.021 0.019 - HCM Control Delay (s) - - 9.8 7.7 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0.1 - 48 HCM 6th TWSC 6: Cordova & Link Long Background PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 5 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 25 25 205 5 10 175 Future Vol, veh/h 25 25 205 5 10 175 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - 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 26 26 216 5 11 184 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 425 219 0 0 221 0 Stage 1 219 ----- Stage 2 206 ----- 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 586 821 - - 1348 - Stage 1 817 ----- Stage 2 829 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 581 821 - - 1348 - Mov Cap-2 Maneuver 639 ----- Stage 1 817 ----- Stage 2 822 ----- Approach WB NB SB HCM Control Delay, s 10.4 0 0.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 719 1348 - HCM Lane V/C Ratio - - 0.073 0.008 - HCM Control Delay (s) - - 10.4 7.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.2 0 - 49 APPENDIX G 50 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Short Total AM Synchro 11 Light Report Intersection Intersection Delay, s/veh 4.7 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 342 213 23 107 Demand Flow Rate, veh/h 349 217 23 109 Vehicles Circulating, veh/h 38 109 376 212 Vehicles Exiting, veh/h 283 290 11 114 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.1 4.5 4.0 4.1 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 349 217 23 109 Cap Entry Lane, veh/h 1327 1235 940 1112 Entry HV Adj Factor 0.980 0.983 0.999 0.981 Flow Entry, veh/h 342 213 23 107 Cap Entry, veh/h 1301 1213 940 1091 V/C Ratio 0.263 0.176 0.024 0.098 Control Delay, s/veh 5.1 4.5 4.0 4.1 LOS AAAA 95th %tile Queue, veh 1100 51 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Short Total PM Synchro 11 Light Report Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 467 492 25 236 Demand Flow Rate, veh/h 476 502 25 241 Vehicles Circulating, veh/h 51 206 503 470 Vehicles Exiting, veh/h 660 322 24 238 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.2 8.2 4.6 7.4 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 476 502 25 241 Cap Entry Lane, veh/h 1310 1118 826 854 Entry HV Adj Factor 0.981 0.980 0.999 0.979 Flow Entry, veh/h 467 492 25 236 Cap Entry, veh/h 1284 1096 825 837 V/C Ratio 0.363 0.449 0.030 0.282 Control Delay, s/veh 6.2 8.2 4.6 7.4 LOS AAAA 95th %tile Queue, veh 2201 52 HCM 6th TWSC 2: Lemay & 9th/Duff Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 17 130 45 9 21 78 362 20 48 594 10 Future Vol, veh/h 2 17 130 45 9 21 78 362 20 48 594 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 19 144 50 10 23 87 402 22 53 660 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1152 1370 336 1022 1353 201 671 0 0 424 0 0 Stage 1 772 772 - 576 576 ------- Stage 2 380 598 - 446 777 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 153 145 660 190 149 806 915 - - 1132 - - Stage 1 358 407 - 470 500 ------- Stage 2 614 489 - 561 405 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 125 125 660 118 128 806 915 - - 1132 - - Mov Cap-2 Maneuver 125 125 - 118 128 ------- Stage 1 324 388 - 425 453 ------- Stage 2 528 443 - 397 386 ------- Approach EB WB NB SB HCM Control Delay, s 15.5 41 1.6 0.6 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)915 - - 125 660 118 311 1132 - - HCM Lane V/C Ratio 0.095 - - 0.169 0.219 0.424 0.107 0.047 - - HCM Control Delay (s) 9.3 - - 39.6 12 56.3 18 8.3 - - HCM Lane LOS A - - E B F C A - - HCM 95th %tile Q(veh) 0.3 - - 0.6 0.8 1.8 0.4 0.1 - - 53 HCM 6th TWSC 2: Lemay & 9th/Duff Short Total PM Synchro 11 Light Report 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 4 16 157 36 19 45 187 745 56 28 458 8 Future Vol, veh/h 4 16 157 36 19 45 187 745 56 28 458 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - 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 4 16 162 37 20 46 193 768 58 29 472 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1314 1746 240 1456 1692 384 480 0 0 826 0 0 Stage 1 534 534 - 1154 1154 ------- Stage 2 780 1212 - 302 538 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 116 85 761 91 92 614 1079 - - 800 - - Stage 1 498 523 - 210 270 ------- Stage 2 354 253 - 682 521 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 72 67 761 49 73 614 1079 - - 800 - - Mov Cap-2 Maneuver 72 67 - 49 73 ------- Stage 1 409 504 - 172 222 ------- Stage 2 245 208 - 501 502 ------- Approach EB WB NB SB HCM Control Delay, s 18.7 90.2 1.7 0.5 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)1079 - - 68 761 49 192 800 - - HCM Lane V/C Ratio 0.179 - - 0.303 0.213 0.757 0.344 0.036 - - HCM Control Delay (s) 9.1 - - 79.5 11 191.3 33.3 9.7 - - HCM Lane LOS A - - F B F D A - - HCM 95th %tile Q(veh) 0.6 - - 1.1 0.8 3.1 1.4 0.1 - - 54 HCM 6th TWSC 3: Plumwood/Site Access & Duff Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 17 57 1 3 19 9 2 0 10 28 0 54 Future Vol, veh/h 17 57 1 3 19 9 2 0 10 28 0 54 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 89 89 89 89 93 89 93 89 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 18 64 1 3 21 10 2 0 11 30 0 58 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 31 0 0 65 0 0 162 138 65 138 133 26 Stage 1 ------101101-3232- Stage 2 ------6137-106101- 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 1582 - - 1537 - - 803 753 999 833 758 1050 Stage 1 ------905811-984868- Stage 2 ------950864-900811- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1582 - - 1537 - - 751 742 999 815 747 1050 Mov Cap-2 Maneuver ------751742-815747- Stage 1 ------894801-972866- Stage 2 ------896862-879801- Approach EB WB NB SB HCM Control Delay, s 1.6 0.7 8.9 9.1 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)947 1582 - - 1537 - - 956 HCM Lane V/C Ratio 0.014 0.012 - - 0.002 - - 0.092 HCM Control Delay (s) 8.9 7.3 0 - 7.3 0 - 9.1 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.3 55 HCM 6th TWSC 3: Plumwood/Site Access & Duff Short Total PM Synchro 11 Light Report 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 58 40 2 12 66 30 0 0 10 17 0 34 Future Vol, veh/h 58 40 2 12 66 30 0 0 10 17 0 34 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 68 47 2 14 78 35 0 0 12 20 0 40 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 113 0 0 49 0 0 328 325 48 314 309 96 Stage 1 ------184184-124124- Stage 2 ------144141-190185- 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 1476 - - 1558 - - 625 593 1021 639 605 960 Stage 1 ------818747-880793- Stage 2 ------859780-812747- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1476 - - 1558 - - 573 559 1021 604 571 960 Mov Cap-2 Maneuver ------573559-604571- Stage 1 ------780712-839785- Stage 2 ------815772-765712- Approach EB WB NB SB HCM Control Delay, s 4.4 0.8 8.6 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)1021 1476 - - 1558 - - 802 HCM Lane V/C Ratio 0.012 0.046 - - 0.009 - - 0.075 HCM Control Delay (s) 8.6 7.6 0 - 7.3 0 - 9.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.2 56 HCM 6th TWSC 4: Cordova & Duff Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 38 55 12 8 0 21 15 35 1 12 2 Future Vol, veh/h 12 38 55 12 8 0 21 15 35 1 12 2 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 22222222222 Mvmt Flow 14 43 63 14 9 0 24 17 40 1 14 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 107 122 15 155 103 37 16 0 0 57 0 0 Stage 1 17 17 - 85 85 ------- Stage 2 90 105 - 70 18 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 872 768 1065 812 787 1035 1602 - - 1547 - - Stage 1 1002 881 - 923 824 ------- Stage 2 917 808 - 940 880 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 854 756 1065 723 774 1035 1602 - - 1547 - - Mov Cap-2 Maneuver 854 756 - 723 774 ------- Stage 1 987 880 - 909 812 ------- Stage 2 893 796 - 841 879 ------- Approach EB WB NB SB HCM Control Delay, s 9.6 10 2.2 0.5 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1602 - - 905 743 1547 - - HCM Lane V/C Ratio 0.015 - - 0.132 0.031 0.001 - - HCM Control Delay (s) 7.3 - - 9.6 10 7.3 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0 - - 0.5 0.1 0 - - 57 HCM 6th TWSC 4: Cordova & Duff Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 7.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 27 38 39 33 1 64 12 20 1 17 11 Future Vol, veh/h 2 27 38 39 33 1 64 12 20 1 17 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 32 45 46 39 1 75 14 24 1 20 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 225 217 27 243 211 26 33 0 0 38 0 0 Stage 1 29 29 - 176 176 ------- Stage 2 196 188 - 67 35 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 730 681 1048 711 686 1050 1579 - - 1572 - - Stage 1 988 871 - 826 753 ------- Stage 2 806 745 - 943 866 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 671 648 1048 631 653 1050 1579 - - 1572 - - Mov Cap-2 Maneuver 671 648 - 631 653 ------- Stage 1 942 870 - 787 718 ------- Stage 2 725 710 - 869 865 ------- Approach EB WB NB SB HCM Control Delay, s 9.8 11.4 4.9 0.3 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1579 - - 828 644 1572 - - HCM Lane V/C Ratio 0.048 - - 0.095 0.133 0.001 - - HCM Control Delay (s) 7.4 - - 9.8 11.4 7.3 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.5 0 - - 58 HCM 6th TWSC 6: Cordova & Link Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 11 4101024000 Future Vol, veh/h 0 4 11 4101024000 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 5 13 5101028000 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 18 31 1 26 17 14 1 0 0 28 0 0 Stage 1 1 1 - 16 16 ------- Stage 2 17 30 - 10 1 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 996 862 1084 984 877 1066 1622 - - 1585 - - Stage 1 1022 895 - 1004 882 ------- Stage 2 1002 870 - 1011 895 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 995 861 1084 967 876 1066 1622 - - 1585 - - Mov Cap-2 Maneuver 995 861 - 967 876 ------- Stage 1 1021 895 - 1003 881 ------- Stage 2 1000 869 - 994 895 ------- Approach EB WB NB SB HCM Control Delay, s 8.6 8.8 0.3 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1622 - - 1014 947 1585 - - HCM Lane V/C Ratio 0.001 - - 0.017 0.006 - - - HCM Control Delay (s) 7.2 - - 8.6 8.8 0 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - - 59 HCM 6th TWSC 6: Cordova & Link Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 7.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 7 22 50204000 Future Vol, veh/h 0 3 7 22 50204000 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 4 8 26 60205000 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 11 10 1 14 83100500 Stage 1 1 1 - 7 7 ------- Stage 2 10 9 - 7 1 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 1007 885 1084 1002 887 1081 1622 - - 1616 - - Stage 1 1022 895 - 1015 890 ------- Stage 2 1011 888 - 1015 895 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1001 884 1084 990 886 1081 1622 - - 1616 - - Mov Cap-2 Maneuver 1001 884 - 990 886 ------- Stage 1 1021 895 - 1014 889 ------- Stage 2 1003 887 - 1003 895 ------- Approach EB WB NB SB HCM Control Delay, s 8.6 8.8 2.4 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1622 - - 1015 969 1616 - - HCM Lane V/C Ratio 0.001 - - 0.012 0.033 - - - HCM Control Delay (s) 7.2 - - 8.6 8.8 0 - - HCM Lane LOS A - - A A A - - HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - - 60 APPENDIX H 61 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Long Total AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 1 Intersection Intersection Delay, s/veh 6.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 511 289 31 257 Demand Flow Rate, veh/h 521 295 31 262 Vehicles Circulating, veh/h 74 214 574 273 Vehicles Exiting, veh/h 461 391 21 236 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.9 5.8 5.1 5.9 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 521 295 31 262 Cap Entry Lane, veh/h 1280 1109 768 1045 Entry HV Adj Factor 0.980 0.980 0.997 0.981 Flow Entry, veh/h 511 289 31 257 Cap Entry, veh/h 1254 1087 766 1024 V/C Ratio 0.407 0.266 0.040 0.251 Control Delay, s/veh 6.9 5.8 5.1 5.9 LOS AAAA 95th %tile Queue, veh 2101 62 HCM 6th Roundabout 1: Buffalo Run/Cordova & Lincoln Long Total PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 1 Intersection Intersection Delay, s/veh 9.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 584 600 37 284 Demand Flow Rate, veh/h 596 612 37 290 Vehicles Circulating, veh/h 64 268 623 579 Vehicles Exiting, veh/h 805 392 37 301 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.6 11.2 5.5 9.6 Approach LOS ABAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 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 596 612 37 290 Cap Entry Lane, veh/h 1293 1050 731 765 Entry HV Adj Factor 0.979 0.981 0.997 0.979 Flow Entry, veh/h 584 600 37 284 Cap Entry, veh/h 1266 1030 729 748 V/C Ratio 0.461 0.583 0.051 0.379 Control Delay, s/veh 7.6 11.2 5.5 9.6 LOS ABAA 95th %tile Queue, veh 2402 63 HCM 6th TWSC 2: Lemay & 9th/Duff Long Total AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 2 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 5 30 170 50 15 25 100 470 35 65 775 15 Future Vol, veh/h 5 30 170 50 15 25 100 470 35 65 775 15 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - 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 5 32 179 53 16 26 105 495 37 68 816 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1426 1702 416 1265 1673 248 832 0 0 532 0 0 Stage 1 960 960 - 705 705 ------- Stage 2 466 742 - 560 968 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 96 91 585 126 95 752 796 - - 1032 - - Stage 1 276 333 - 393 437 ------- Stage 2 546 420 - 480 330 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 67 74 585 ~ 51 77 752 796 - - 1032 - - Mov Cap-2 Maneuver 67 74 - ~ 51 77 ------- Stage 1 240 311 - 341 379 ------- Stage 2 438 365 - 280 308 ------- Approach EB WB NB SB HCM Control Delay, s 27.9 160.9 1.7 0.7 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)796 - - 73 585 51 175 1032 - - HCM Lane V/C Ratio 0.132 - - 0.505 0.306 1.032 0.241 0.066 - - HCM Control Delay (s) 10.2 - - 96.6 13.8 264 32 8.7 - - HCM Lane LOS B - - F B F D A - - HCM 95th %tile Q(veh) 0.5 - - 2.1 1.3 4.5 0.9 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 64 HCM 6th TWSC 2: Lemay & 9th/Duff Long Total PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 2 Intersection Int Delay, s/veh 137.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 25 200 50 25 65 240 970 80 35 595 10 Future Vol, veh/h 5 25 200 50 25 65 240 970 80 35 595 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 150 - - 250 - 250 250 - - 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 5 26 206 52 26 67 247 1000 82 36 613 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1697 2266 312 1886 2189 500 623 0 0 1082 0 0 Stage 1 690 690 - 1494 1494 ------- Stage 2 1007 1576 - 392 695 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 60 40 684 ~ 43 45 516 954 - - 640 - - Stage 1 401 444 - 129 185 ------- Stage 2 258 168 - 604 442 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 13 28 684 ~ 5 31 516 954 - - 640 - - Mov Cap-2 Maneuver 13 28 - ~ 5 31 ------- Stage 1 297 419 - 96 137 ------- Stage 2 135 124 - 374 417 ------- Approach EB WB NB SB HCM Control Delay, s 83.5 $ 2102.1 1.9 0.6 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)954 - - 23 684 5 97 640 - - HCM Lane V/C Ratio 0.259 - - 1.345 0.30110.309 0.957 0.056 - - HCM Control Delay (s) 10.1 - -$ 556.5 12.5$ 5599.4 159.1 11 - - HCM Lane LOS B - - F B F F B - - HCM 95th %tile Q(veh) 1 - - 3.9 1.3 8.2 5.6 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 65 HCM 6th Signalized Intersection Summary 2: Lemay & 9th/Duff Long Total AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 30 170 50 15 25 100 470 35 65 775 15 Future Volume (veh/h) 5 30 170 50 15 25 100 470 35 65 775 15 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 5 32 5 53 16 5 105 495 22 68 816 15 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 45 128 118 142 101 32 597 2712 1210 777 2711 50 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.04 0.76 0.76 0.04 0.76 0.76 Sat Flow, veh/h 109 1724 1585 1371 1366 427 1781 3554 1585 1781 3570 66 Grp Volume(v), veh/h 37 0 5 53 0 21 105 495 22 68 406 425 Grp Sat Flow(s),veh/h/ln 1833 0 1585 1371 0 1793 1781 1777 1585 1781 1777 1859 Q Serve(g_s), s 0.0 0.0 0.3 4.2 0.0 1.2 1.4 4.2 0.4 0.9 7.8 7.8 Cycle Q Clear(g_c), s 2.1 0.0 0.3 6.2 0.0 1.2 1.4 4.2 0.4 0.9 7.8 7.8 Prop In Lane 0.14 1.00 1.00 0.24 1.00 1.00 1.00 0.04 Lane Grp Cap(c), veh/h 173 0 118 142 0 133 597 2712 1210 777 1349 1411 V/C Ratio(X) 0.21 0.00 0.04 0.37 0.00 0.16 0.18 0.18 0.02 0.09 0.30 0.30 Avail Cap(c_a), veh/h 487 0 396 383 0 448 755 2712 1210 860 1349 1411 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.1 0.0 47.3 51.0 0.0 47.7 2.6 3.6 3.1 2.4 4.1 4.1 Incr Delay (d2), s/veh 0.6 0.0 0.1 1.6 0.0 0.5 0.1 0.1 0.0 0.0 0.6 0.5 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 1.0 0.0 0.1 1.5 0.0 0.6 0.4 1.3 0.1 0.2 2.6 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.7 0.0 47.4 52.7 0.0 48.2 2.7 3.7 3.2 2.4 4.7 4.7 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 42 74 622 899 Approach Delay, s/veh 48.5 51.4 3.5 4.5 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.9 88.5 12.7 9.3 88.0 12.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 59.5 27.5 14.5 54.5 27.5 Max Q Clear Time (g_c+I1), s 2.9 6.2 4.1 3.4 9.8 8.2 Green Ext Time (p_c), s 0.1 3.9 0.1 0.2 6.3 0.2 Intersection Summary HCM 6th Ctrl Delay 7.4 HCM 6th LOS A 66 Timing Report, Sorted By Phase 2: Lemay & 9th/Duff Long Total AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 2 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)14 64 32 19 59 32 Maximum Split (%) 12.7% 58.2% 29.1% 17.3% 53.6% 29.1% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 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)91 105 59 91 0 59 End Time (s)105 59 91 0 59 91 Yield/Force Off (s) 100.5 54.5 86.5 105.5 54.5 86.5 Yield/Force Off 170(s) 100.5 43.5 75.5 105.5 43.5 75.5 Local Start Time (s)91 105 59 91 0 59 Local Yield (s)100.5 54.5 86.5 105.5 54.5 86.5 Local Yield 170(s) 100.5 43.5 75.5 105.5 43.5 75.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: Lemay & 9th/Duff 67 Queues 2: Lemay & 9th/Duff Long Total AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 1 Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 37 179 53 42 105 495 37 68 832 v/c Ratio 0.24 0.59 0.44 0.24 0.20 0.19 0.03 0.09 0.32 Control Delay 48.9 15.3 58.1 27.0 2.9 4.9 0.7 2.4 6.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.9 15.3 58.1 27.0 2.9 4.9 0.7 2.4 6.1 Queue Length 50th (ft) 25 0 36 11 10 48 0 6 94 Queue Length 95th (ft) 56 64 75 44 24 80 5 17 148 Internal Link Dist (ft) 1353 433 1112 1010 Turn Bay Length (ft) 150 150 250 250 250 Base Capacity (vph) 447 530 341 442 637 2656 1203 791 2570 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.08 0.34 0.16 0.10 0.16 0.19 0.03 0.09 0.32 Intersection Summary 68 HCM 6th Signalized Intersection Summary 2: Lemay & 9th/Duff Long Total PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 25 200 50 25 65 240 970 80 35 595 10 Future Volume (veh/h) 5 25 200 50 25 65 240 970 80 35 595 10 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 5 26 11 52 26 5 247 1000 68 36 613 9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 44 119 112 135 107 21 727 2800 1249 484 2744 40 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.05 0.79 0.79 0.03 0.77 0.77 Sat Flow, veh/h 129 1695 1585 1371 1524 293 1781 3554 1585 1781 3585 53 Grp Volume(v), veh/h 31 0 11 52 0 31 247 1000 68 36 304 318 Grp Sat Flow(s),veh/h/ln 1824 0 1585 1371 0 1818 1781 1777 1585 1781 1777 1861 Q Serve(g_s), s 0.0 0.0 0.8 4.5 0.0 1.9 3.5 10.0 1.1 0.5 5.8 5.8 Cycle Q Clear(g_c), s 1.9 0.0 0.8 6.4 0.0 1.9 3.5 10.0 1.1 0.5 5.8 5.8 Prop In Lane 0.16 1.00 1.00 0.16 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 163 0 112 135 0 128 727 2800 1249 484 1360 1425 V/C Ratio(X) 0.19 0.00 0.10 0.38 0.00 0.24 0.34 0.36 0.05 0.07 0.22 0.22 Avail Cap(c_a), veh/h 474 0 390 376 0 447 1029 2800 1249 573 1360 1425 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.7 0.0 52.2 55.7 0.0 52.7 2.5 3.8 2.8 2.8 4.0 4.0 Incr Delay (d2), s/veh 0.6 0.0 0.4 1.8 0.0 1.0 0.3 0.4 0.1 0.1 0.4 0.4 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 0.0 0.3 1.6 0.0 0.9 1.0 3.1 0.3 0.2 1.9 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.3 0.0 52.6 57.5 0.0 53.7 2.8 4.1 2.9 2.9 4.4 4.3 LnGrp LOS D A D E A D AAAAAA Approach Vol, veh/h 42 83 1315 658 Approach Delay, s/veh 53.1 56.1 3.8 4.3 Approach LOS D E A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.0 99.1 13.0 10.7 96.4 13.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 67.5 29.5 26.5 50.5 29.5 Max Q Clear Time (g_c+I1), s 2.5 12.0 3.9 5.5 7.8 8.4 Green Ext Time (p_c), s 0.0 9.8 0.1 0.7 4.3 0.2 Intersection Summary HCM 6th Ctrl Delay 7.0 HCM 6th LOS A 69 Timing Report, Sorted By Phase 2: Lemay & 9th/Duff Long Total PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 2 Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)14 72 34 31 55 34 Maximum Split (%) 11.7% 60.0% 28.3% 25.8% 45.8% 28.3% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 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)89 103 55 89 0 55 End Time (s)103 55 89 0 55 89 Yield/Force Off (s)98.5 50.5 84.5 115.5 50.5 84.5 Yield/Force Off 170(s) 98.5 39.5 73.5 115.5 39.5 73.5 Local Start Time (s)89 103 55 89 0 55 Local Yield (s)98.5 50.5 84.5 115.5 50.5 84.5 Local Yield 170(s)98.5 39.5 73.5 115.5 39.5 73.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 2: Lemay & 9th/Duff 70 Queues 2: Lemay & 9th/Duff Long Total PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 1 Lane Group EBT EBR WBL WBT NBL NBT NBR SBL SBT Lane Group Flow (vph) 31 206 52 93 247 1000 82 36 623 v/c Ratio 0.21 0.65 0.46 0.47 0.37 0.36 0.06 0.08 0.24 Control Delay 53.2 16.6 64.5 26.5 3.5 4.9 1.2 2.6 5.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.2 16.6 64.5 26.5 3.5 4.9 1.2 2.6 5.9 Queue Length 50th (ft) 23 0 39 19 26 118 0 3 71 Queue Length 95th (ft) 53 72 79 70 52 177 14 10 117 Internal Link Dist (ft) 1353 433 1112 1010 Turn Bay Length (ft) 150 150 250 250 250 Base Capacity (vph) 433 544 337 459 835 2793 1266 523 2586 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.07 0.38 0.15 0.20 0.30 0.36 0.06 0.07 0.24 Intersection Summary 71 HCM 6th TWSC 3: Plumwood/Site Access & Duff Long Total AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 3 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 20 105 5 5 30 10 5 0 10 30 0 55 Future Vol, veh/h 20 105 5 5 30 10 5 0 10 30 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 ------------ 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 21 111 5 5 32 11 5 0 11 32 0 58 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 43 0 0 116 0 0 233 209 114 209 206 38 Stage 1 ------156156-4848- Stage 2 ------7753-161158- 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 1566 - - 1473 - - 722 688 939 748 691 1034 Stage 1 ------846769-965855- Stage 2 ------932851-841767- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1566 - - 1473 - - 673 676 939 730 679 1034 Mov Cap-2 Maneuver ------673676-730679- Stage 1 ------834758-951852- Stage 2 ------877848-820756- Approach EB WB NB SB HCM Control Delay, s 1.1 0.8 9.4 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)830 1566 - - 1473 - - 901 HCM Lane V/C Ratio 0.019 0.013 - - 0.004 - - 0.099 HCM Control Delay (s) 9.4 7.3 0 - 7.5 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.3 72 HCM 6th TWSC 3: Plumwood/Site Access & Duff Long Total PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 3 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 60 75 5 15 100 30 5 0 10 20 0 35 Future Vol, veh/h 60 75 5 15 100 30 5 0 10 20 0 35 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 ------------ 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 63 79 5 16 105 32 5 0 11 21 0 37 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 137 0 0 84 0 0 380 377 82 366 363 121 Stage 1 ------208208-153153- Stage 2 ------172169-213210- 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 1447 - - 1513 - - 578 555 978 590 565 930 Stage 1 ------794730-849771- Stage 2 ------830759-789728- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1447 - - 1513 - - 531 524 978 559 533 930 Mov Cap-2 Maneuver ------531524-559533- Stage 1 ------757696-810763- Stage 2 ------788751-745695- Approach EB WB NB SB HCM Control Delay, s 3.3 0.8 9.8 10.2 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)764 1447 - - 1513 - - 749 HCM Lane V/C Ratio 0.021 0.044 - - 0.01 - - 0.077 HCM Control Delay (s) 9.8 7.6 0 - 7.4 0 - 10.2 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.3 73 HCM 6th TWSC 4: Cordova & Duff Long Total AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 4 Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 50 65 15 10 20 25 150 45 25 165 10 Future Vol, veh/h 30 50 65 15 10 20 25 150 45 25 165 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------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 32 53 68 16 11 21 26 158 47 26 174 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 482 489 180 526 471 182 185 0 0 205 0 0 Stage 1 232 232 - 234 234 ------- Stage 2 250 257 - 292 237 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 495 480 863 462 491 861 1390 - - 1366 - - Stage 1 771 713 - 769 711 ------- Stage 2 754 695 - 716 709 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 461 462 863 377 472 861 1390 - - 1366 - - Mov Cap-2 Maneuver 461 462 - 377 472 ------- Stage 1 756 699 - 754 697 ------- Stage 2 711 682 - 598 696 ------- Approach EB WB NB SB HCM Control Delay, s 13.4 12.4 0.9 1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1390 - - 583 534 1366 - - HCM Lane V/C Ratio 0.019 - - 0.262 0.089 0.019 - - HCM Control Delay (s) 7.6 - - 13.4 12.4 7.7 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0.1 - - 1 0.3 0.1 - - 74 HCM 6th TWSC 4: Cordova & Duff Long Total PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 4 Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 40 45 50 45 20 75 180 25 5 175 25 Future Vol, veh/h 20 40 45 50 45 20 75 180 25 5 175 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------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 21 42 47 53 47 21 79 189 26 5 184 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 601 580 197 612 580 202 210 0 0 215 0 0 Stage 1 207 207 - 360 360 ------- Stage 2 394 373 - 252 220 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 412 426 844 405 426 839 1361 - - 1355 - - Stage 1 795 731 - 658 626 ------- Stage 2 631 618 - 752 721 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 349 400 844 335 400 839 1361 - - 1355 - - Mov Cap-2 Maneuver 349 400 - 335 400 ------- Stage 1 749 728 - 620 590 ------- Stage 2 533 582 - 666 718 ------- Approach EB WB NB SB HCM Control Delay, s 14.3 17.7 2.1 0.2 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1361 - - 499 403 1355 - - HCM Lane V/C Ratio 0.058 - - 0.221 0.3 0.004 - - HCM Control Delay (s) 7.8 - - 14.3 17.7 7.7 - - HCM Lane LOS A - - B C A - - HCM 95th %tile Q(veh) 0.2 - - 0.8 1.2 0 - - 75 HCM 6th TWSC 6: Cordova & Link Long Total AM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 5 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 10 5 0 10 5 170 25 25 185 0 Future Vol, veh/h 0 5 10 5 0 10 5 170 25 25 185 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------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 0 5 11 5 0 11 5 179 26 26 195 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 455 462 195 457 449 192 195 0 0 205 0 0 Stage 1 247 247 - 202 202 ------- Stage 2 208 215 - 255 247 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 515 497 846 514 505 850 1378 - - 1366 - - Stage 1 757 702 - 800 734 ------- Stage 2 794 725 - 749 702 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 500 486 846 495 493 850 1378 - - 1366 - - Mov Cap-2 Maneuver 500 486 - 495 493 ------- Stage 1 754 689 - 797 731 ------- Stage 2 781 722 - 720 689 ------- Approach EB WB NB SB HCM Control Delay, s 10.4 10.4 0.2 0.9 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1378 - - 678 686 1366 - - HCM Lane V/C Ratio 0.004 - - 0.023 0.023 0.019 - - HCM Control Delay (s) 7.6 - - 10.4 10.4 7.7 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0.1 - - 76 HCM 6th TWSC 6: Cordova & Link Long Total PM Scenario 1 1:50 pm 03/17/2022 Baseline Synchro 11 Light Report Page 5 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 0 5 5 25 5 25 10 205 5 10 175 0 Future Vol, veh/h 0 5 5 25 5 25 10 205 5 10 175 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------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 0 5 5 26 5 26 11 216 5 11 184 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 462 449 184 452 447 219 184 0 0 221 0 0 Stage 1 206 206 - 241 241 ------- Stage 2 256 243 - 211 206 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 510 505 858 518 506 821 1391 - - 1348 - - Stage 1 796 731 - 762 706 ------- Stage 2 749 705 - 791 731 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 483 497 858 505 498 821 1391 - - 1348 - - Mov Cap-2 Maneuver 483 497 - 505 498 ------- Stage 1 790 725 - 756 700 ------- Stage 2 714 699 - 774 725 ------- Approach EB WB NB SB HCM Control Delay, s 10.8 11.5 0.3 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1391 - - 629 611 1348 - - HCM Lane V/C Ratio 0.008 - - 0.017 0.095 0.008 - - HCM Control Delay (s) 7.6 - - 10.8 11.5 7.7 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - - 77 APPENDIX I 78 BURLINGTON NORTHERN RAIL SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Vine Drive Le m a y A v e n u e Lincoln Avenue Duff Dr ive Link L ane Cordova Road 79 Table 1 Pedestrian LOS Worksheet Project Location Classification: Other 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 Residential to the northwest Residential Minimum C C C C C 1 Actual C D C B B Proposed C C C B B Residential to the south Residential Minimum C C C C C 2 Actual A D B B B Proposed A C B B B Industrial to the southeast Industrial Minimum C C C C C 3 Actual A D B B B Proposed A C B B B Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 80 BURLINGTON NORTHERN RAIL SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Vine Drive Le m a y A v e n u e Lincoln Avenue Duff Dr ive Link L ane Cordova Road 81 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification 1 2 3 4 82