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HomeMy WebLinkAboutLogan Six CR Memo - Final 05092024.pdf kimley-horn.com 2828 Colby Avenue | Suite 200, Everett, WA 98201 425 708 8275 MEMORANDUM To: Nathan Janders, PE, City of Renton From: Matt Palmer, PE Joseph Miller Kimley-Horn and Associates, Inc. Date: May 9, 2024 Kimley-Horn Project No. KH 090222307 Subject: Logan Six – Comment Response Kimley-Horn and Associates, Inc. (Kimley-Horn) has been retained to provide a comment response memorandum for the proposed Logan Six Development (Development). This response memo addresses comments provided by City of Renton (City) staff on March 7, 2024. The two comment categories have been addressed in this memorandum. 1. Modifying Signal Sequence at Logan Avenue N and N 3rd Street The study intersection of Logan Avenue N at N 3rd Street was analyzed with alternative phase settings to display the level of service (LOS), and most importantly queue lengths, for the 2024 existing and 2026 no- build and build conditions. The alternative phase settings included restricting southbound left as well as northbound right movements to be protected only. These restrictions would allow northbound right movements to make an immediate left turn into the site without conflicting with simultaneous southbound left turn movements onto N 3rd Street. The analysis for this intersection has been completed during the AM peak-hour (7-9 AM), midday (1-4 PM), and PM peak-hour (4-6 PM) to account for standard weekday peak- hour volumes as well as the midday during Boeing shift change schedules. The analysis for the AM, midday (MD), and PM peak-hours and the 95th percentile southbound left-turn queue lengths are summarized is Table 1. Table 1: Alternative Phase Settings - Level of Service and Queue Summary Intersections Peak- Hour 2024 Existing Conditions 2026 Baseline Conditions 2026 Future with Development Conditions LOS Delay Queue LOS Delay Queue LOS Delay Queue 1. Logan Avenue N at N 3rd Street AM A 3.1 sec 45 ft A 3.9 sec 46 ft A 4.3 sec 57 ft MD B 16.5 sec 356 ft B 16.7 sec 374 ft B 17.1 sec 411 ft PM B 10.1 sec 82 ft B 10.7 sec 84 ft B 11.6 sec 105 ft 05/09/24 Logan Six KH 090222307 Page 2 kimley-horn.com 2828 Colby Avenue | Suite 200, Everett, WA 98201 425 708 8275 The LOS analysis shows that the alternative phase settings of restricting southbound left-turn and northbound right-turn movements will not significantly impact the delay at the study intersection. The southbound left-turn lane has approximately 280 feet of available queuing length from the stop bar to the taper. Therefore, this alternative will create queuing lengths during the midday that exceed the allowable space for vehicles to queue within the southbound left-turn lane during the midday peak-hour. It should be noted that this excessive queue length is the 95th percentile scenario during the highest peak of midday volumes and the further analysis showed all vehicles queued past the allowable stacking space were able to complete the southbound left movement within their designated cycle. In addition, the signal splits for the movements could be optimized which could further reduce the southbound left-turn queue length which would increase the northbound queuing. 2. Update Horizon Year Level of Service Analysis to 2026 The existing level of service calculations have been performed utilizing the existing channelization, existing intersection control and peak-hour factors, and heavy vehicle factors from the 2022 turning movement counts. The 2026 baseline and 2026 future with development level of service analysis does not include any changes to the existing channelization or control. The level of service summary including the total change in delay from baseline to future with development is included in Table 2. Logan Six KH 090222307 Page 3 kimley-horn.com 2828 Colby Avenue | Suite 200, Everett, WA 98201 425 708 8275 Table 2: Level of Service Summary Intersections Control Peak-Hour Existing Conditions 2026 Baseline Conditions Total Change 2026 Future with Development Conditions LOS Delay LOS Delay Delay LOS Delay 1. Logan Avenue N at N 3rd Street Signal AM A 2.8 sec A 2.7 sec 0.5 sec A 3.2 sec PM A 6.7 sec A 7.2 sec 0.2 sec A 7.4 sec 2. Logan Avenue N at N 4th Street Signal AM A 9.8 sec B 11.3 sec 0.3 sec B 11.6 sec PM A 9.3 sec B 10.3 sec 0.4 sec B 10.7 sec 3. Logan Avenue N at N 6th Street Signal AM B 17.7 sec D 51.8 sec 1.3 sec D 53.1 sec PM B 17.1 sec C 20.5 sec 0.2 sec C 20.7 sec 4. Logan Avenue N at N 8th Street Signal AM B 17.3 sec C 31.0 sec 0.7 sec C 31.7 sec PM D 36.2 sec E 72.0 sec 1.6 sec E 73.6 sec 5. Burnett Avenue N at N 3rd Street TWSC AM B 13.1 sec B 13.5 sec 0.4 sec B 13.9 sec PM C 16.6 sec C 18.0 sec 1.1 sec C 19.1 sec 6. Burnett Avenue N At N 4th Street TWSC AM B 11.1 sec B 11.4 sec 0.1 sec B 11.5 sec PM B 11.1 sec B 11.5 sec 0.1 sec B 11.6 sec 7. Park Avenue N at N 3rd Street Signal AM B 10.1 sec B 11.3 sec 0.1 sec B 11.4 sec PM B 12.9 sec B 14.6 sec 0.0 sec B 14.6 sec 8. Park Avenue N at N 4th Street Signal AM A 8.2 sec A 9.4 sec 0.0 sec A 9.4 sec PM A 7.7 sec A 8.4 sec 0.1 sec A 8.5 sec 9. Park Avenue N at N 6th Street Signal AM B 17.2 sec B 17.2 sec 0.0 sec B 17.2 sec PM B 15.4 sec B 16.1 sec 0.0 sec B 16.1 sec 10. Park Avenue N at N 8th Street Signal AM B 12.9 sec B 14.2 sec 0.1 sec B 14.3 sec PM B 16.0 sec B 17.0 sec 0.1 sec B 17.1 sec 11. South Site Access at N 3rd Street TWSC AM --- --- --- --- --- B 10.6 sec PM --- --- --- --- --- B 13.7 sec 12. North Site Access at N 4th Street TWSC AM --- --- --- --- --- A 9.9 sec PM --- --- --- --- --- A 9.8 sec 13. Burnett Avenue N at Commercial Driveway TWSC AM A 8.6 sec A 8.6 sec 0.1 sec A 8.7 sec PM A 8.7 sec A 8.7 sec 0.2 sec A 8.9 sec kimley-horn.com 2828 Colby Avenue | Suite 200, Everett, WA 98201 425 708 8275 APPENDIX A LOGAN AVENUE N AT N 3RD STREET ALTERNATIVE PHASE SETTINGS LEVEL OF SERVICE CALCULATIONS Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 0 5 0 0 0 7 1107 484 27 737 3 Future Volume (vph) 4 0 5 0 0 0 7 1107 484 27 737 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 1687 1509 0 0 0 1687 3374 1509 1687 3370 0 Flt Permitted 0.950 0.354 0.950 Satd. Flow (perm) 0 1685 1487 0 0 0 628 3374 1509 1683 3370 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 4 5 0 0 0 7 1178 515 29 787 0 Turn Type Perm NA Perm Perm NA Prot Prot NA Protected Phases 4 6 6 5 2 Permitted Phases 4 4 6 Detector Phase 4 4 4 6 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 23.0 23.0 23.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 65.0 65.0 65.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 59.1% 59.1% 59.1% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None Min Min Min None Min Act Effct Green (s) 6.5 6.5 53.9 53.9 53.9 7.5 58.6 Actuated g/C Ratio 0.11 0.11 0.89 0.89 0.89 0.12 0.97 v/c Ratio 0.02 0.02 0.01 0.39 0.38 0.13 0.24 Control Delay (s/veh) 37.2 0.2 3.4 3.3 4.2 34.9 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 37.2 0.2 3.4 3.3 4.2 34.9 0.7 LOS D A A A A C A Approach Delay (s/veh) 16.7 3.6 1.9 Approach LOS B A A A - 1 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS A - 2 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 1 0 0 0 0 8 0 Queue Length 95th (ft) 13 0 5 209 207 45 51 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 791 735 564 3031 1355 317 3256 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.01 0.01 0.39 0.38 0.09 0.24 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 60.6 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.39 Intersection Signal Delay (s/veh): 3.1 Intersection LOS: A Intersection Capacity Utilization 52.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street A - 3 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary A - 4 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 2 18 0 0 0 30 1247 479 316 1414 0 Future Volume (vph) 3 2 18 0 0 0 30 1247 479 316 1414 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.98 0.99 0.99 Frt 0.850 0.850 Flt Protected 0.971 0.950 0.950 Satd. Flow (prot) 0 1724 1509 0 0 0 1687 3374 1509 1687 3374 0 Flt Permitted 0.971 0.173 0.950 Satd. Flow (perm) 0 1723 1487 0 0 0 307 3374 1509 1684 3374 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 5 19 0 0 0 32 1327 510 336 1504 0 Turn Type Perm NA Perm Perm NA Prot Prot NA Protected Phases 4 6 6 5 2 Permitted Phases 4 4 6 Detector Phase 4 4 4 6 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 23.0 23.0 23.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 65.0 65.0 65.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 59.1% 59.1% 59.1% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None C-Min C-Min C-Min None C-Min Act Effct Green (s) 6.0 6.0 57.0 57.0 57.0 36.2 100.2 Actuated g/C Ratio 0.05 0.05 0.52 0.52 0.52 0.33 0.91 v/c Ratio 0.05 0.13 0.20 0.75 0.65 0.60 0.48 Control Delay (s/veh) 50.2 1.8 16.8 24.0 23.4 39.3 2.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.4 Total Delay (s/veh) 50.2 1.8 16.8 24.0 23.4 39.3 2.5 LOS D A B C C D A Approach Delay (s/veh) 12.0 23.8 9.2 Approach LOS B C A A - 5 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS A - 6 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 3 0 11 352 236 218 97 Queue Length 95th (ft) 16 0 31 435 350 #356 133 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 391 391 167 1840 823 555 3074 Starvation Cap Reductn 0 0 0 0 0 0 929 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.05 0.19 0.72 0.62 0.61 0.70 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 1 (1%), Referenced to phase 2:SBT and 6:NBTL, Start of 1st Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay (s/veh): 16.5 Intersection LOS: B Intersection Capacity Utilization 69.7% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street A - 7 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary A - 8 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 11 25 0 0 0 32 913 884 67 1015 5 Future Volume (vph) 3 11 25 0 0 0 32 913 884 67 1015 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.990 0.950 0.950 Satd. Flow (prot) 0 1758 1509 0 0 0 1687 3374 1509 1687 3370 0 Flt Permitted 0.990 0.263 0.950 Satd. Flow (perm) 0 1757 1487 0 0 0 467 3374 1509 1682 3370 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 15 27 0 0 0 34 971 940 71 1085 0 Turn Type Perm NA Perm Perm NA Prot Prot NA Protected Phases 4 6 6 5 2 Permitted Phases 4 4 6 Detector Phase 4 4 4 6 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 23.0 23.0 23.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 65.0 65.0 65.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 59.1% 59.1% 59.1% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None Min Min Min None Min Act Effct Green (s) 6.4 6.4 68.8 68.8 68.8 8.6 81.0 Actuated g/C Ratio 0.07 0.07 0.76 0.76 0.76 0.09 0.89 v/c Ratio 0.12 0.16 0.09 0.37 0.82 0.44 0.36 Control Delay (s/veh) 42.5 2.0 6.5 6.2 20.1 48.6 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.2 Total Delay (s/veh) 42.5 2.0 6.5 6.2 20.1 48.6 2.1 LOS D A A A C D A Approach Delay (s/veh) 16.5 13.0 5.0 Approach LOS B B A A - 9 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS A - 10 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 9 0 6 123 429 42 60 Queue Length 95th (ft) 28 2 19 172 #788 82 87 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 486 461 354 2558 1144 186 3004 Starvation Cap Reductn 0 0 0 0 0 0 975 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.06 0.10 0.38 0.82 0.38 0.53 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 90.8 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay (s/veh): 10.1 Intersection LOS: B Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street A - 11 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2024 Existing Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary A - 12 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 0 5 0 0 0 7 1362 518 28 807 3 Future Volume (vph) 4 0 5 0 0 0 7 1362 518 28 807 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 1687 1509 0 0 0 1687 3374 1509 1687 3370 0 Flt Permitted 0.950 0.329 0.950 Satd. Flow (perm) 0 1685 1487 0 0 0 584 3374 1509 1684 3370 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 4 5 0 0 0 7 1449 551 30 862 0 Turn Type Perm NA Perm Perm NA Prot Prot NA Protected Phases 4 6 6 5 2 Permitted Phases 4 4 6 Detector Phase 4 4 4 6 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 23.0 23.0 23.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 65.0 65.0 65.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 59.1% 59.1% 59.1% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None Min Min Min None Min Act Effct Green (s) 6.4 6.4 62.4 62.4 62.4 7.5 70.4 Actuated g/C Ratio 0.09 0.09 0.86 0.86 0.86 0.10 0.97 v/c Ratio 0.02 0.02 0.01 0.50 0.42 0.17 0.26 Control Delay (s/veh) 41.7 0.2 3.7 4.5 4.9 40.9 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 41.7 0.2 3.7 4.5 4.9 40.9 0.7 LOS D A A A A D A Approach Delay (s/veh) 18.7 4.6 2.1 Approach LOS B A A A - 13 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS A - 14 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 0 1 102 66 14 0 Queue Length 95th (ft) 13 0 6 293 231 46 57 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 642 610 499 2887 1291 257 3256 Starvation Cap Reductn 0 0 0 0 0 0 348 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.01 0.01 0.50 0.43 0.12 0.30 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 72.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay (s/veh): 3.9 Intersection LOS: A Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street A - 15 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary A - 16 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 2 19 0 0 0 31 1340 508 326 1668 0 Future Volume (vph) 3 2 19 0 0 0 31 1340 508 326 1668 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.98 0.99 0.99 Frt 0.850 0.850 Flt Protected 0.971 0.950 0.950 Satd. Flow (prot) 0 1724 1509 0 0 0 1687 3374 1509 1687 3374 0 Flt Permitted 0.971 0.131 0.950 Satd. Flow (perm) 0 1723 1487 0 0 0 233 3374 1509 1684 3374 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 5 20 0 0 0 33 1426 540 347 1774 0 Turn Type Perm NA Perm Perm NA Prot Prot NA Protected Phases 4 6 6 5 2 Permitted Phases 4 4 6 Detector Phase 4 4 4 6 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 23.0 23.0 23.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 65.0 65.0 65.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 59.1% 59.1% 59.1% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None C-Min C-Min C-Min None C-Min Act Effct Green (s) 6.0 6.0 58.4 58.4 58.4 34.8 100.2 Actuated g/C Ratio 0.05 0.05 0.53 0.53 0.53 0.32 0.91 v/c Ratio 0.05 0.13 0.26 0.79 0.67 0.65 0.57 Control Delay (s/veh) 50.2 2.0 20.2 24.8 23.6 41.5 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.5 Total Delay (s/veh) 50.2 2.0 20.2 24.8 23.6 41.5 3.2 LOS D A C C C D A Approach Delay (s/veh) 11.6 24.4 9.5 Approach LOS B C A A - 17 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS A - 18 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 3 0 12 397 257 227 134 Queue Length 95th (ft) 16 0 36 492 382 #374 183 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 391 391 127 1840 823 533 3074 Starvation Cap Reductn 0 0 0 0 0 0 784 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.05 0.26 0.78 0.66 0.65 0.77 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 1 (1%), Referenced to phase 2:SBT and 6:NBTL, Start of 1st Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay (s/veh): 16.7 Intersection LOS: B Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street A - 19 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary A - 20 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 11 26 0 0 0 33 996 926 69 1257 5 Future Volume (vph) 3 11 26 0 0 0 33 996 926 69 1257 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.990 0.950 0.950 Satd. Flow (prot) 0 1758 1509 0 0 0 1687 3374 1509 1687 3370 0 Flt Permitted 0.990 0.203 0.950 Satd. Flow (perm) 0 1757 1487 0 0 0 360 3374 1509 1683 3370 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 15 28 0 0 0 35 1060 985 73 1342 0 Turn Type Perm NA Perm Perm NA Prot Prot NA Protected Phases 4 6 6 5 2 Permitted Phases 4 4 6 Detector Phase 4 4 4 6 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 23.0 23.0 23.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 65.0 65.0 65.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 59.1% 59.1% 59.1% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None Min Min Min None Min Act Effct Green (s) 6.3 6.3 68.7 68.7 68.7 8.6 80.9 Actuated g/C Ratio 0.07 0.07 0.76 0.76 0.76 0.09 0.89 v/c Ratio 0.12 0.16 0.12 0.41 0.86 0.45 0.44 Control Delay (s/veh) 42.4 2.3 7.2 6.5 23.0 48.9 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.2 Total Delay (s/veh) 42.4 2.3 7.2 6.5 23.0 48.9 2.5 LOS D A A A C D A Approach Delay (s/veh) 16.4 14.4 5.0 Approach LOS B B A A - 21 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS A - 22 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 9 0 7 139 488 43 83 Queue Length 95th (ft) 28 3 21 194 #846 84 121 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 486 461 272 2556 1143 186 3005 Starvation Cap Reductn 0 0 0 0 0 0 854 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.06 0.13 0.41 0.86 0.39 0.62 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 90.7 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay (s/veh): 10.7 Intersection LOS: B Intersection Capacity Utilization 79.6% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street A - 23 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 No-Build Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary A - 24 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 0 5 0 0 0 7 1362 524 40 818 3 Future Volume (vph) 4 0 5 0 0 0 7 1362 524 40 818 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 1687 1509 0 0 0 1687 3374 1509 1687 3370 0 Flt Permitted 0.950 0.325 0.950 Satd. Flow (perm) 0 1685 1487 0 0 0 577 3374 1509 1684 3370 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 4 5 0 0 0 7 1449 557 43 873 0 Turn Type Perm NA Perm Perm NA Prot Prot NA Protected Phases 4 6 6 5 2 Permitted Phases 4 4 6 Detector Phase 4 4 4 6 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 23.0 23.0 23.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 65.0 65.0 65.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 59.1% 59.1% 59.1% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None Min Min Min None Min Act Effct Green (s) 6.4 6.4 62.2 62.2 62.2 8.0 70.6 Actuated g/C Ratio 0.09 0.09 0.85 0.85 0.85 0.11 0.97 v/c Ratio 0.02 0.02 0.01 0.50 0.43 0.23 0.26 Control Delay (s/veh) 41.2 0.2 4.0 4.7 5.3 40.7 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 41.2 0.2 4.0 4.7 5.3 40.7 0.7 LOS D A A A A D A Approach Delay (s/veh) 18.4 4.9 2.7 Approach LOS B A A A - 25 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS A - 26 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 2 0 1 109 72 21 0 Queue Length 95th (ft) 13 0 6 301 241 57 58 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 639 606 490 2869 1283 256 3253 Starvation Cap Reductn 0 0 0 0 0 0 335 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.01 0.01 0.51 0.43 0.17 0.30 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 73.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay (s/veh): 4.3 Intersection LOS: A Intersection Capacity Utilization 54.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street A - 27 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six AM Peak-Hour Kimley-Horn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary A - 28 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 2 19 0 0 0 31 1340 522 347 1679 0 Future Volume (vph) 3 2 19 0 0 0 31 1340 522 347 1679 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor 0.99 0.98 0.99 0.99 Frt 0.850 0.850 Flt Protected 0.971 0.950 0.950 Satd. Flow (prot) 0 1724 1509 0 0 0 1687 3374 1509 1687 3374 0 Flt Permitted 0.971 0.129 0.950 Satd. Flow (perm) 0 1723 1487 0 0 0 229 3374 1509 1684 3374 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 5 20 0 0 0 33 1426 555 369 1786 0 Turn Type Perm NA Perm Perm NA Prot Prot NA Protected Phases 4 6 6 5 2 Permitted Phases 4 4 6 Detector Phase 4 4 4 6 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 23.0 23.0 23.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 65.0 65.0 65.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 59.1% 59.1% 59.1% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None C-Min C-Min C-Min None C-Min Act Effct Green (s) 6.0 6.0 58.5 58.5 58.5 34.7 100.2 Actuated g/C Ratio 0.05 0.05 0.53 0.53 0.53 0.32 0.91 v/c Ratio 0.05 0.13 0.27 0.79 0.69 0.69 0.58 Control Delay (s/veh) 50.2 2.0 20.5 24.7 24.2 43.3 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.5 Total Delay (s/veh) 50.2 2.0 20.5 24.7 24.2 43.3 3.2 LOS D A C C C D A Approach Delay (s/veh) 11.6 24.5 10.1 Approach LOS B C B A - 29 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS A - 30 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 3 0 12 397 269 245 136 Queue Length 95th (ft) 16 0 36 492 398 #411 186 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 391 391 124 1840 823 532 3074 Starvation Cap Reductn 0 0 0 0 0 0 777 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.05 0.27 0.78 0.67 0.69 0.78 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 1 (1%), Referenced to phase 2:SBT and 6:NBTL, Start of 1st Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay (s/veh): 17.1 Intersection LOS: B Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street A - 31 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six MD Peak-Hour Kimley-Horn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary A - 32 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 11 26 0 0 0 33 996 940 90 1268 5 Future Volume (vph) 3 11 26 0 0 0 33 996 940 90 1268 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.990 0.950 0.950 Satd. Flow (prot) 0 1758 1509 0 0 0 1687 3374 1509 1687 3370 0 Flt Permitted 0.990 0.201 0.950 Satd. Flow (perm) 0 1757 1487 0 0 0 357 3374 1509 1683 3370 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 15 28 0 0 0 35 1060 1000 96 1354 0 Turn Type Perm NA Perm Perm NA Prot Prot NA Protected Phases 4 6 6 5 2 Permitted Phases 4 4 6 Detector Phase 4 4 4 6 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 23.0 23.0 23.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 65.0 65.0 65.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 59.1% 59.1% 59.1% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None Min Min Min None Min Act Effct Green (s) 6.3 6.3 68.1 68.1 68.1 9.2 80.6 Actuated g/C Ratio 0.07 0.07 0.75 0.75 0.75 0.10 0.89 v/c Ratio 0.12 0.16 0.13 0.41 0.88 0.55 0.45 Control Delay (s/veh) 42.2 2.3 7.3 6.7 24.9 52.4 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.2 Total Delay (s/veh) 42.2 2.3 7.3 6.7 24.9 52.4 2.6 LOS D A A A C D A Approach Delay (s/veh) 16.3 15.4 5.9 Approach LOS B B A A - 33 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS A - 34 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 9 0 7 142 519 55 84 Queue Length 95th (ft) 28 3 21 194 #866 105 123 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 487 462 268 2540 1136 187 3002 Starvation Cap Reductn 0 0 0 0 0 0 830 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.06 0.13 0.42 0.88 0.51 0.62 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 90.5 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay (s/veh): 11.6 Intersection LOS: B Intersection Capacity Utilization 81.3% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street A - 35 Lanes, Volumes, Timings 1: Logan Avenue N & Parking Lot/N 3rd Street 2026 Build Conditions - Phase Alternative Logan Six PM Peak-Hour Kimley-Horn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary A - 36 kimley-horn.com 2828 Colby Avenue | Suite 200, Everett, WA 98201 425 708 8275 APPENDIX B 2024 EXISTING, 2026 BASELINE, AND 2026 FUTURE LEVEL OF SERVICE CALCULATIONS 1 Logan Ave @ N 3rd St Synchro ID:1 Existing 767 1,878 1,111 Average Weekday 3 737 27 4 1,107 0 AM Peak Hour  3 Logan Avenue N 0 Year: 4/4/24 10 0 0 0 7 0 - Data Source:IDAX 19 Parking Lot 2,374 N 3rd Street 511 North 4 27 | 9 0 0 511 5 Logan Avenue N 484  5 737 0 7 1,107 484 742 2,340 1,598 Future without Project 838 2,204 1,366 Average Weekday 3 807 28 4 1,362 0 AM Peak Hour  3 Logan Avenue N 0 Year:2026 10 0 0 0 Growth Rate =1.5%7 0 - Years of Growth =2 19 Parking Lot 2,734 N 3rd Street 546 North Total Growth =1.0302 4 28 | 9 0 0 546 5 Logan Avenue N 518  5 807 0 7 1,362 518 812 2,699 1,887 Total Project Trips 23 23 0 Average Weekday 0 11 12 0 0 0 AM Peak Hour  0 Logan Avenue N 0 0 0 0 0 0 0 - 0 Parking Lot 29 N 3rd Street 18 North 0 12 | 0 0 0 18 0 Logan Avenue N 6  0 11 0 0 0 6 11 17 6 Future with Project 861 2,227 1,366 Average Weekday 3 818 40 4 1,362 0 AM Peak Hour  3 Logan Avenue N 0 10 0 0 0 7 0 - 19 Parking Lot 2,763 N 3rd Street 564 North 4 40 | 9 0 0 564 5 Logan Avenue N 524  5 818 0 7 1,362 524 823 2,716 1,893 Total Pipeline Project Trips 48 270 222 Average Weekday 0 48 0 0 222 0 AM Peak Hour  0 Logan Avenue N 0 Southport West 0 0 0 0 0 0 - 0 Parking Lot 289 N 3rd Street 19 North 0 0 | 0 0 0 19 0 Logan Avenue N 19  0 48 0 0 222 19 48 289 241 Topgolf Phase II B - 1 2 Logan Ave @ N 4th St Synchro ID:2 Existing 496 1,465 969 Average Weekday 0 496 0 0 932 37 AM Peak Hour  0 Logan Avenue N 37 Year: 2/28/23 0 0 0 390 0 353 - Data Source:TDG 0 --- 1,818 N 4th Street 390 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 496 353 0 932 0 849 1,781 932 Future without Project 551 1,787 1,236 Average Weekday 0 551 0 0 1,197 39 AM Peak Hour  0 Logan Avenue N 39 Year:2026 0 0 0 422 Growth Rate =1.5%0 383 - Years of Growth =3 0 --- 2,170 N 4th Street 422 North Total Growth =1.0457 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 551 383 0 1,197 0 934 2,131 1,197 Total Project Trips 2 7 5 Average Weekday 0 2 0 0 0 5 AM Peak Hour  0 Logan Avenue N 5 0 0 0 26 0 21 - 0 --- 28 N 4th Street 26 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 2 21 0 0 0 23 23 0 Future with Project 553 1,794 1,241 Average Weekday 0 553 0 0 1,197 44 AM Peak Hour  0 Logan Avenue N 44 0 0 0 448 0 404 - 0 --- 2,198 N 4th Street 448 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 553 404 0 1,197 0 957 2,154 1,197 Total Pipeline Project Trips 32 254 222 Average Weekday 0 32 0 0 222 0 AM Peak Hour  0 Logan Avenue N 0 Southport West 0 0 0 14 0 14 - 0 --- 268 N 4th Street 14 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 32 14 0 222 0 46 268 222 Topgolf Phase II B - 2 3 Logan Ave @ N 6th St Synchro ID:3 Existing 469 1,171 702 Average Weekday 8 432 29 11 683 8 AM Peak Hour  8 Logan Avenue N 8 Year: 2/28/23 73 8 8 50 57 34 - Data Source:TDG 116 N 6th Street 1,505 N 6th Street 291 North 11 29 | 43 9 9 241 23 Logan Avenue N 203  23 432 34 57 683 203 489 1,432 943 Future without Project 523 1,489 966 Average Weekday 8 485 30 12 946 8 AM Peak Hour  8 Logan Avenue N 8 Year:2026 76 8 8 52 Growth Rate =1.5%60 36 - Years of Growth =3 121 N 6th Street 1,838 N 6th Street 303 North Total Growth =1.0457 12 30 | 45 9 9 251 24 Logan Avenue N 212  24 485 36 60 946 212 545 1,763 1,218 Total Project Trips 2 7 5 Average Weekday 0 2 0 0 5 0 AM Peak Hour  0 Logan Avenue N 0 0 0 0 0 0 0 - 0 N 6th Street 7 N 6th Street 0 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 2 0 0 5 0 2 7 5 Future with Project 525 1,496 971 Average Weekday 8 487 30 12 951 8 AM Peak Hour  8 Logan Avenue N 8 76 8 8 52 60 36 - 121 N 6th Street 1,845 N 6th Street 303 North 12 30 | 45 9 9 251 24 Logan Avenue N 212  24 487 36 60 951 212 547 1,770 1,223 Total Pipeline Project Trips 33 265 232 Average Weekday 0 33 0 0 232 0 AM Peak Hour  0 Logan Avenue N 0 Southport West 0 0 0 0 0 0 - 0 N 6th Street 265 N 6th Street 0 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 33 0 0 232 0 33 265 232 Topgolf Phase II B - 3 4 Logan Ave @ N 8th St Synchro ID:4 Existing 451 1,105 654 Average Weekday 17 429 5 9 629 16 AM Peak Hour  17 Logan Avenue N 16 Year: 2/28/23 45 6 6 70 22 48 - Data Source:TDG 70 N 8th Street 1,254 N 8th Street 140 North 9 5 | 25 8 8 70 8 Logan Avenue N 57  8 429 48 22 629 57 485 1,193 708 Future without Project 499 1,394 895 Average Weekday 18 476 5 9 869 17 AM Peak Hour  18 Logan Avenue N 17 Year:2026 47 6 6 73 Growth Rate =1.5%23 50 - Years of Growth =3 72 N 8th Street 1,549 N 8th Street 146 North Total Growth =1.0457 9 5 | 25 8 8 73 8 Logan Avenue N 60  8 476 50 23 869 60 534 1,486 952 Total Project Trips 2 5 3 Average Weekday 0 2 0 0 3 0 AM Peak Hour  0 Logan Avenue N 0 0 0 0 0 0 0 - 0 N 8th Street 7 N 8th Street 2 North 0 0 | 0 0 0 2 0 Logan Avenue N 2  0 2 0 0 3 2 2 7 5 Future with Project 501 1,399 898 Average Weekday 18 478 5 9 872 17 AM Peak Hour  18 Logan Avenue N 17 47 6 6 73 23 50 - 72 N 8th Street 1,556 N 8th Street 148 North 9 5 | 25 8 8 75 8 Logan Avenue N 62  8 478 50 23 872 62 536 1,493 957 Total Pipeline Project Trips 27 238 211 Average Weekday 0 27 0 0 211 0 AM Peak Hour  0 Logan Avenue N 0 Southport West 0 0 0 0 0 0 - 0 N 8th Street 238 N 8th Street 0 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 27 0 0 211 0 27 238 211 Topgolf Phase II B - 4 5 Burnett Ave @ N 3rd St Synchro ID:5 Existing 8 32 24 Average Weekday 0 7 1 5 19 0 AM Peak Hour  0 Burnett Avenue N 0 Year: 2/28/23 0 0 0 0 0 0 - Data Source:TDG 476 N 3rd Street 510 N 3rd Street 453 North 5 1 | 476 445 445 453 26 Burnett Avenue N 7  26 7 0 0 19 7 33 59 26 Future without Project 8 33 25 Average Weekday 0 7 1 5 20 0 AM Peak Hour  0 Burnett Avenue N 0 Year:2026 0 0 0 0 Growth Rate =1.5%0 0 - Years of Growth =3 516 N 3rd Street 551 N 3rd Street 492 North Total Growth =1.0457 5 1 | 516 484 484 492 27 Burnett Avenue N 7  27 7 0 0 20 7 34 61 27 Total Project Trips 2 19 17 Average Weekday 0 0 2 17 0 0 AM Peak Hour  0 Burnett Avenue N 0 0 0 0 0 0 0 - 31 N 3rd Street 33 N 3rd Street 16 North 17 2 | 31 14 14 16 0 Burnett Avenue N 0  0 0 0 0 0 0 0 0 0 Future with Project 10 52 42 Average Weekday 0 7 3 22 20 0 AM Peak Hour  0 Burnett Avenue N 0 0 0 0 0 0 0 - 547 N 3rd Street 584 N 3rd Street 508 North 22 3 | 547 498 498 508 27 Burnett Avenue N 7  27 7 0 0 20 7 34 61 27 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 Burnett Avenue N 0 Southport West 0 0 0 0 0 0 - 19 N 3rd Street 19 N 3rd Street 19 North 0 0 | 19 19 19 19 0 Burnett Avenue N 0  0 0 0 0 0 0 0 0 0 Topgolf Phase II B - 5 6 Burnett Ave @ N 4th St Synchro ID:6 Existing 13 26 13 Average Weekday 8 5 0 0 8 5 AM Peak Hour  8 Burnett Avenue N 5 Year: 2/28/23 432 400 400 413 24 8 - Data Source:TDG 432 N 4th Street 458 N 4th Street 413 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 5 8 24 8 0 13 45 32 Future without Project 13 26 13 Average Weekday 8 5 0 0 8 5 AM Peak Hour  8 Burnett Avenue N 5 Year:2026 465 432 432 445 Growth Rate =1.5%25 8 - Years of Growth =3 465 N 4th Street 491 N 4th Street 445 North Total Growth =1.0457 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 5 8 25 8 0 13 46 33 Total Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 Burnett Avenue N 0 19 4 4 7 15 3 - 19 N 4th Street 22 N 4th Street 7 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 0 3 15 0 0 3 18 15 Future with Project 13 26 13 Average Weekday 8 5 0 0 8 5 AM Peak Hour  8 Burnett Avenue N 5 484 436 436 452 40 11 - 484 N 4th Street 513 N 4th Street 452 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 5 11 40 8 0 16 64 48 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 Burnett Avenue N 0 Southport West 14 14 14 14 0 0 - 14 N 4th Street 14 N 4th Street 14 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 0 0 0 0 0 0 0 0 Topgolf Phase II B - 6 7 Park Ave @ N 3rd St Synchro ID:7 Existing 160 478 318 Average Weekday 0 69 91 27 291 0 AM Peak Hour  0 Park Avenue N 0 Year: 2/28/23 0 0 0 0 0 0 - Data Source:TDG 458 N 3rd Street 971 N 3rd Street 574 North 27 91 | 458 421 421 574 10 Park Avenue N 62  10 69 0 0 291 62 79 432 353 Future without Project 194 685 491 Average Weekday 0 91 103 47 444 0 AM Peak Hour  0 Park Avenue N 0 Year:2026 0 0 0 0 Growth Rate =1.5%0 0 - Years of Growth =3 497 N 3rd Street 1,200 N 3rd Street 608 North Total Growth =1.0457 47 103 | 497 440 440 608 10 Park Avenue N 65  10 91 0 0 444 65 101 610 509 Total Project Trips 0 5 5 Average Weekday 0 0 0 5 0 0 AM Peak Hour  0 Park Avenue N 0 0 0 0 0 0 0 - 16 N 3rd Street 16 N 3rd Street 11 North 5 0 | 16 11 11 11 0 Park Avenue N 0  0 0 0 0 0 0 0 0 0 Future with Project 194 690 496 Average Weekday 0 91 103 52 444 0 AM Peak Hour  0 Park Avenue N 0 0 0 0 0 0 0 - 513 N 3rd Street 1,216 N 3rd Street 619 North 52 103 | 513 451 451 619 10 Park Avenue N 65  10 91 0 0 444 65 101 610 509 Total Pipeline Project Trips 27 186 159 Average Weekday 0 19 8 19 140 0 AM Peak Hour  0 Park Avenue N 0 Southport West 0 0 0 0 0 0 - 19 N 3rd Street 186 N 3rd Street 8 North 19 8 | 19 0 0 8 0 Park Avenue N 0  0 19 0 0 140 0 19 159 140 Topgolf Phase II B - 7 8 Park Ave @ N 4th St Synchro ID:8 Existing 100 450 350 Average Weekday 19 81 0 0 290 60 AM Peak Hour  19 Park Avenue N 60 Year: 2/28/23 402 359 359 498 24 79 - Data Source:TDG 402 N 4th Street 912 N 4th Street 498 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 81 79 24 290 0 160 474 314 Future without Project 146 679 533 Average Weekday 34 112 0 0 462 71 AM Peak Hour  34 Park Avenue N 71 Year:2026 434 375 375 529 Growth Rate =1.5%25 83 - Years of Growth =3 434 N 4th Street 1,162 N 4th Street 529 North Total Growth =1.0457 0 0 | 0 0 0 0 0 Park Avenue N 0  0 112 83 25 462 0 195 682 487 Total Project Trips 2 7 5 Average Weekday 2 0 0 0 5 0 AM Peak Hour  2 Park Avenue N 0 7 5 5 5 0 0 - 7 N 4th Street 12 N 4th Street 5 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 0 0 0 5 0 0 5 5 Future with Project 148 686 538 Average Weekday 36 112 0 0 467 71 AM Peak Hour  36 Park Avenue N 71 441 380 380 534 25 83 - 441 N 4th Street 1,174 N 4th Street 534 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 112 83 25 467 0 195 687 492 Total Pipeline Project Trips 41 208 167 Average Weekday 14 27 0 0 159 8 AM Peak Hour  14 Park Avenue N 8 Southport West 14 0 0 8 0 0 - 14 N 4th Street 208 N 4th Street 8 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 27 0 0 159 0 27 186 159 Topgolf Phase II B - 8 9 Park Ave @ N 6th St Synchro ID:9 Existing 146 562 416 Average Weekday 72 71 3 95 317 4 AM Peak Hour  72 Park Avenue N 4 Year: 2/28/23 164 25 25 34 67 5 - Data Source:TDG 317 N 6th Street 722 N 6th Street 77 North 95 3 | 153 35 35 43 23 Park Avenue N 5  23 71 5 67 317 5 99 488 389 Future without Project 193 794 601 Average Weekday 75 115 3 99 498 4 AM Peak Hour  75 Park Avenue N 4 Year:2026 171 26 26 35 Growth Rate =1.5%70 5 - Years of Growth =3 331 N 6th Street 961 N 6th Street 80 North Total Growth =1.0457 99 3 | 160 37 37 45 24 Park Avenue N 5  24 115 5 70 498 5 144 717 573 Total Project Trips 2 7 5 Average Weekday 0 2 0 0 5 0 AM Peak Hour  0 Park Avenue N 0 0 0 0 0 0 0 - 0 N 6th Street 7 N 6th Street 0 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 2 0 0 5 0 2 7 5 Future with Project 195 801 606 Average Weekday 75 117 3 99 503 4 AM Peak Hour  75 Park Avenue N 4 171 26 26 35 70 5 - 331 N 6th Street 968 N 6th Street 80 North 99 3 | 160 37 37 45 24 Park Avenue N 5  24 117 5 70 503 5 146 724 578 Total Pipeline Project Trips 41 208 167 Average Weekday 0 41 0 0 167 0 AM Peak Hour  0 Park Avenue N 0 Southport West 0 0 0 0 0 0 - 0 N 6th Street 208 N 6th Street 0 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 41 0 0 167 0 41 208 167 Topgolf Phase II B - 9 10 Park Ave @ N 8th St Synchro ID:10 Existing 168 606 438 Average Weekday 9 136 23 24 379 35 AM Peak Hour  9 Park Avenue N 35 Year: 3/1/23 72 53 53 121 10 33 - Data Source:TDG 152 N 8th Street 878 N 8th Street 313 North 24 23 | 80 49 49 192 7 Park Avenue N 120  7 136 33 10 379 120 176 685 509 Future without Project 216 833 617 Average Weekday 9 183 24 25 555 37 AM Peak Hour  9 Park Avenue N 37 Year:2026 74 55 55 127 Growth Rate =1.5%10 35 - Years of Growth =3 157 N 8th Street 1,116 N 8th Street 327 North Total Growth =1.0457 25 24 | 83 51 51 200 7 Park Avenue N 125  7 183 35 10 555 125 225 915 690 Total Project Trips 1 3 2 Average Weekday 0 1 0 0 2 0 AM Peak Hour  0 Park Avenue N 0 0 0 0 1 0 1 - 0 N 8th Street 7 N 8th Street 4 North 0 0 | 0 0 0 3 0 Park Avenue N 3  0 1 1 0 2 3 2 7 5 Future with Project 217 836 619 Average Weekday 9 184 24 25 557 37 AM Peak Hour  9 Park Avenue N 37 74 55 55 128 10 36 - 157 N 8th Street 1,123 N 8th Street 331 North 25 24 | 83 51 51 203 7 Park Avenue N 128  7 184 36 10 557 128 227 922 695 Total Pipeline Project Trips 41 200 159 Average Weekday 0 41 0 0 159 0 AM Peak Hour  0 Park Avenue N 0 Southport West 0 0 0 0 0 0 - 0 N 8th Street 200 N 8th Street 0 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 41 0 0 159 0 41 200 159 Topgolf Phase II B - 10 11 S Access @ N 3rd Street Synchro ID:11 Existing 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 ---0 Year: 2/28/23 0 0 0 0 0 0 - Data Source:TDG 476 N 3rd Street 476 N 3rd Street 476 North 0 0 | 476 476 476 476 0 ---0  0 0 0 0 0 0 0 0 0 Future without Project 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 ---0 Year:2026 0 0 0 0 Growth Rate =1.5%0 0 - Years of Growth =3 517 N 3rd Street 517 N 3rd Street 517 North Total Growth =1.0457 0 0 | 517 517 517 517 0 ---0  0 0 0 0 0 0 0 0 0 Total Project Trips 19 25 6 Average Weekday 0 0 19 6 0 0 AM Peak Hour  0 South Site Access 0 0 0 0 0 0 0 - 18 N 3rd Street 37 N 3rd Street 31 North 6 19 | 18 12 12 31 0 ---0  0 0 0 0 0 0 0 0 0 Future with Project 19 25 6 Average Weekday 0 0 19 6 0 0 AM Peak Hour  0 South Site Access 0 0 0 0 0 0 0 - 535 N 3rd Street 554 N 3rd Street 548 North 6 19 | 535 529 529 548 0 ---0  0 0 0 0 0 0 0 0 0 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 ---0 Southport West 0 0 0 0 0 0 - 19 N 3rd Street 19 N 3rd Street 19 North 0 0 | 19 19 19 19 0 ---0  0 0 0 0 0 0 0 0 0 Topgolf Phase II Volume extrapolated from west leg of Burnett Avenue N at N 3rd Street. B - 11 12 N Access @ N 4th St Synchro ID:12 Existing 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 ---0 Year: 9/8/22 432 432 432 432 0 0 - Data Source:TDG 432 N 4th Street 432 N 4th Street 432 North 0 0 | 0 0 0 0 0 ---0  0 0 0 0 0 0 0 0 0 Future without Project 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 ---0 Year:2026 473 473 473 473 Growth Rate =1.5%0 0 - Years of Growth =4 473 N 4th Street 473 N 4th Street 473 North Total Growth =1.0614 0 0 | 0 0 0 0 0 ---0  0 0 0 0 0 0 0 0 0 Total Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 ---0 26 17 17 19 9 2 - 26 N 4th Street 28 N 4th Street 19 North 0 0 | 0 0 0 0 0 North Site Access 0  0 0 2 9 0 0 2 11 9 Future with Project 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 ---0 499 490 490 492 9 2 - 499 N 4th Street 501 N 4th Street 492 North 0 0 | 0 0 0 0 0 N Site Access 0  0 0 2 9 0 0 2 11 9 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 ---0 Southport West 14 14 14 14 0 0 - 14 N 4th Street 14 N 4th Street 14 North 0 0 | 0 0 0 0 0 ---0  0 0 0 0 0 0 0 0 0 Topgolf Phase II Volume extrapolated from west leg of Burnett Avenue N at N 4th Street. B - 12 13 Burnett Ave N @ Parking Lot Synchro ID:13 Existing 13 42 29 Average Weekday 5 8 0 5 24 0 AM Peak Hour  5 Burnett Avenue N 0 Year: 2/28/23 10 0 0 0 5 0 - Data Source:TDG 20 Commercial Parking Lot 52 --- 0 North 5 0 | 10 0 0 0 5 Burnett Avenue N 0    5 8 0 5 24 0 13 42 29 Future without Project 13 43 30 Average Weekday 5 8 0 5 25 0 AM Peak Hour  5 Burnett Avenue N 0 Year:2026 10 0 0 0 Growth Rate =1.5%5 0 - Years of Growth =3 20 Commercial Parking Lot 53 --- 0 North Total Growth =1.0457 5 0 | 10 0 0 0 5 Burnett Avenue N 0  5 8 0 5 25 0 13 43 30 Total Project Trips 3 18 15 Average Weekday 3 0 0 2 13 0 AM Peak Hour  3 Burnett Avenue N 0 7 0 0 0 4 0 - 11 Commercial Parking Lot 24 --- 0 North 2 0 | 4 0 0 0 2 Burnett Avenue N 0  2 0 0 4 13 0 2 19 17 Future with Project 16 61 45 Average Weekday 8 8 0 7 38 0 AM Peak Hour  8 Burnett Avenue N 0 17 0 0 0 9 0 - 31 Commercial Parking Lot 77 --- 0 North 7 0 | 14 0 0 0 7 Burnett Avenue N 0  7 8 0 9 38 0 15 62 47 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak Hour  0 Burnett Avenue N 0 Southport West 0 0 0 0 0 0 - 0 Commercial Parking Lot 0 --- 0 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 0 0 0 0 0 0 0 0 Topgolf Phase II Volume extrapolated from north leg of Burnett Avenue N at N 3rd Street. Conservatively, 5 trips have been added to/from the commercial parking lot approaches. B - 13 1 Logan Ave @ N 3rd St Synchro ID:1 Existing 1,087 2,003 916 Average Weekday 5 1,015 67 3 913 0 PM Peak Hour  5 Logan Avenue N 0 Year: 4/4/24 37 0 0 0 32 0 - Data Source:IDAX 76 Parking Lot 2,955 N 3rd Street 962 North 3 67 | 39 11 11 962 25 Logan Avenue N 884  25 1,015 0 32 913 884 1,040 2,869 1,829 Future without Project 1,331 2,330 999 Average Weekday 5 1,257 69 3 996 0 PM Peak Hour  5 Logan Avenue N 0 Year:2026 38 0 0 0 Growth Rate =1.5%33 0 - Years of Growth =2 78 Parking Lot 3,326 N 3rd Street 1,006 North Total Growth =1.0302 3 69 | 40 11 11 1,006 26 Logan Avenue N 926  26 1,257 0 33 996 926 1,283 3,238 1,955 Total Project Trips 32 32 0 Average Weekday 0 11 21 0 0 0 PM Peak Hour  0 Logan Avenue N 0 0 0 0 0 0 0 - 0 Parking Lot 46 N 3rd Street 35 North 0 21 | 0 0 0 35 0 Logan Avenue N 14  0 11 0 0 0 14 11 25 14 Future with Project 1,363 2,362 999 Average Weekday 5 1,268 90 3 996 0 PM Peak Hour  5 Logan Avenue N 0 38 0 0 0 33 0 - 78 Parking Lot 3,372 N 3rd Street 1,041 North 3 90 | 40 11 11 1,041 26 Logan Avenue N 940  26 1,268 0 33 996 940 1,294 3,263 1,969 Total Pipeline Project Trips 211 266 55 Average Weekday 0 211 0 0 55 0 PM Peak Hour  0 Logan Avenue N 0 Southport West 0 0 0 0 0 0 - 0 Parking Lot 281 N 3rd Street 15 North 0 0 | 0 0 0 15 0 Logan Avenue N 15  0 211 0 0 55 15 211 281 70 Topgolf Phase II B - 14 2 Logan Ave @ N 4th St Synchro ID:2 Existing 903 1,882 979 Average Weekday 0 903 0 0 931 48 PM Peak Hour  0 Logan Avenue N 48 Year: 9/8/22 0 0 0 385 0 337 - Data Source:TDG 0 --- 2,219 N 4th Street 385 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 903 337 0 931 0 1,240 2,171 931 Future without Project 1,153 2,247 1,094 Average Weekday 0 1,153 0 0 1,043 51 PM Peak Hour  0 Logan Avenue N 51 Year:2026 0 0 0 425 Growth Rate =1.5%0 374 - Years of Growth =4 0 --- 2,621 N 4th Street 425 North Total Growth =1.0614 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 1,153 374 0 1,043 0 1,527 2,570 1,043 Total Project Trips 6 11 5 Average Weekday 0 6 0 0 0 5 PM Peak Hour  0 Logan Avenue N 5 0 0 0 31 0 26 - 0 --- 37 N 4th Street 31 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 6 26 0 0 0 32 32 0 Future with Project 1,159 2,258 1,099 Average Weekday 0 1,159 0 0 1,043 56 PM Peak Hour  0 Logan Avenue N 56 0 0 0 456 0 400 - 0 --- 2,658 N 4th Street 456 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 1,159 400 0 1,043 0 1,559 2,602 1,043 Total Pipeline Project Trips 195 250 55 Average Weekday 0 195 0 0 55 0 PM Peak Hour  0 Logan Avenue N 0 Southport West 0 0 0 16 0 16 - 0 --- 266 N 4th Street 16 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 195 16 0 55 0 211 266 55 Topgolf Phase II B - 15 3 Logan Ave @ N 6th St Synchro ID:3 Existing 800 1,663 863 Average Weekday 7 781 12 12 810 41 PM Peak Hour  7 Logan Avenue N 41 Year: 9/8/22 35 2 2 107 26 64 - Data Source:TDG 124 N 6th Street 1,963 N 6th Street 266 North 12 12 | 89 16 16 159 61 Logan Avenue N 131  61 781 64 26 810 131 906 1,873 967 Future without Project 1,044 2,016 972 Average Weekday 7 1,024 13 13 915 44 PM Peak Hour  7 Logan Avenue N 44 Year:2026 37 2 2 114 Growth Rate =1.5%28 68 - Years of Growth =4 132 N 6th Street 2,335 N 6th Street 283 North Total Growth =1.0614 13 13 | 95 17 17 169 65 Logan Avenue N 139  65 1,024 68 28 915 139 1,157 2,239 1,082 Total Project Trips 6 11 5 Average Weekday 0 6 0 0 5 0 PM Peak Hour  0 Logan Avenue N 0 0 0 0 0 0 0 - 0 N 6th Street 11 N 6th Street 0 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 6 0 0 5 0 6 11 5 Future with Project 1,050 2,027 977 Average Weekday 7 1,030 13 13 920 44 PM Peak Hour  7 Logan Avenue N 44 37 2 2 114 28 68 - 132 N 6th Street 2,346 N 6th Street 283 North 13 13 | 95 17 17 169 65 Logan Avenue N 139  65 1,030 68 28 920 139 1,163 2,250 1,087 Total Pipeline Project Trips 195 250 55 Average Weekday 0 195 0 0 55 0 PM Peak Hour  0 Logan Avenue N 0 Southport West 0 0 0 0 0 0 - 0 N 6th Street 250 N 6th Street 0 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 195 0 0 55 0 195 250 55 Topgolf Phase II B - 16 4 Logan Ave @ N 8th St Synchro ID:4 Existing 742 1,560 818 Average Weekday 2 719 21 17 749 52 PM Peak Hour  2 Logan Avenue N 52 Year: 9/8/22 14 5 5 161 7 104 - Data Source:TDG 58 N 8th Street 1,834 N 8th Street 323 North 17 21 | 44 10 10 162 17 Logan Avenue N 131  17 719 104 7 749 131 840 1,727 887 Future without Project 977 1,889 912 Average Weekday 2 953 22 18 839 55 PM Peak Hour  2 Logan Avenue N 55 Year:2026 14 5 5 170 Growth Rate =1.5%7 110 - Years of Growth =4 61 N 8th Street 2,179 N 8th Street 342 North Total Growth =1.0614 18 22 | 47 11 11 172 18 Logan Avenue N 139  18 953 110 7 839 139 1,081 2,066 985 Total Project Trips 4 7 3 Average Weekday 0 4 0 0 3 0 PM Peak Hour  0 Logan Avenue N 0 0 0 0 2 0 2 - 0 N 8th Street 11 N 8th Street 4 North 0 0 | 0 0 0 2 0 Logan Avenue N 2  0 4 2 0 3 2 6 11 5 Future with Project 981 1,896 915 Average Weekday 2 957 22 18 842 55 PM Peak Hour  2 Logan Avenue N 55 14 5 5 172 7 112 - 61 N 8th Street 2,190 N 8th Street 346 North 18 22 | 47 11 11 174 18 Logan Avenue N 141  18 957 112 7 842 141 1,087 2,077 990 Total Pipeline Project Trips 190 234 44 Average Weekday 0 190 0 0 44 0 PM Peak Hour  0 Logan Avenue N 0 Southport West 0 0 0 0 0 0 - 0 N 8th Street 234 N 8th Street 0 North 0 0 | 0 0 0 0 0 Logan Avenue N 0  0 190 0 0 44 0 190 234 44 Topgolf Phase II B - 17 5 Burnett Ave @ N 3rd St Synchro ID:5 Existing 18 51 33 Average Weekday 0 6 12 7 26 0 PM Peak Hour  0 Burnett Avenue N 0 Year: 9/8/22 0 0 0 0 0 0 - Data Source:TDG 823 N 3rd Street 892 N 3rd Street 828 North 7 12 | 823 791 791 828 25 Burnett Avenue N 25  25 6 0 0 26 25 31 82 51 Future without Project 19 54 35 Average Weekday 0 6 13 7 28 0 PM Peak Hour  0 Burnett Avenue N 0 Year:2026 0 0 0 0 Growth Rate =1.5%0 0 - Years of Growth =4 889 N 3rd Street 963 N 3rd Street 895 North Total Growth =1.0614 7 13 | 889 855 855 895 27 Burnett Avenue N 27  27 6 0 0 28 27 33 88 55 Total Project Trips 8 30 22 Average Weekday 0 0 8 22 0 0 PM Peak Hour  0 Burnett Avenue N 0 0 0 0 0 0 0 - 29 N 3rd Street 37 N 3rd Street 15 North 22 8 | 29 7 7 15 0 Burnett Avenue N 0  0 0 0 0 0 0 0 0 0 Future with Project 27 84 57 Average Weekday 0 6 21 29 28 0 PM Peak Hour  0 Burnett Avenue N 0 0 0 0 0 0 0 - 918 N 3rd Street 1,000 N 3rd Street 910 North 29 21 | 918 862 862 910 27 Burnett Avenue N 27  27 6 0 0 28 27 33 88 55 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 Burnett Avenue N 0 Southport West 0 0 0 0 0 0 - 15 N 3rd Street 15 N 3rd Street 15 North 0 0 | 15 15 15 15 0 Burnett Avenue N 0  0 0 0 0 0 0 0 0 0 Topgolf Phase II B - 18 6 Burnett Ave @ N 4th St Synchro ID:6 Existing 19 32 13 Average Weekday 8 11 0 0 11 2 PM Peak Hour  8 Burnett Avenue N 2 Year: 9/8/22 378 356 356 361 14 3 - Data Source:TDG 378 N 4th Street 405 N 4th Street 361 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 11 3 14 11 0 14 39 25 Future without Project 20 34 14 Average Weekday 8 12 0 0 12 2 PM Peak Hour  8 Burnett Avenue N 2 Year:2026 417 394 394 399 Growth Rate =1.5%15 3 - Years of Growth =4 417 N 4th Street 446 N 4th Street 399 North Total Growth =1.0614 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 12 3 15 12 0 15 42 27 Total Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 Burnett Avenue N 0 33 11 11 19 22 8 - 33 N 4th Street 41 N 4th Street 19 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 0 8 22 0 0 8 30 22 Future with Project 20 34 14 Average Weekday 8 12 0 0 12 2 PM Peak Hour  8 Burnett Avenue N 2 450 405 405 418 37 11 - 450 N 4th Street 487 N 4th Street 418 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 12 11 37 12 0 23 72 49 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 Burnett Avenue N 0 Southport West 16 16 16 16 0 0 - 16 N 4th Street 16 N 4th Street 16 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 0 0 0 0 0 0 0 0 Topgolf Phase II B - 19 7 Park Ave @ N 3rd St Synchro ID:7 Existing 427 672 245 Average Weekday 0 271 156 31 214 0 PM Peak Hour  0 Park Avenue N 0 Year: 9/8/22 0 0 0 0 0 0 - Data Source:TDG 854 N 3rd Street 1,531 N 3rd Street 984 North 31 156 | 854 792 792 984 31 Park Avenue N 36  31 271 0 0 214 36 302 552 250 Future without Project 586 891 305 Average Weekday 0 414 172 48 257 0 PM Peak Hour  0 Park Avenue N 0 Year:2026 0 0 0 0 Growth Rate =1.5%0 0 - Years of Growth =4 922 N 3rd Street 1,803 N 3rd Street 1,051 North Total Growth =1.0614 48 172 | 922 841 841 1,051 33 Park Avenue N 38  33 414 0 0 257 38 447 742 295 Total Project Trips 0 4 4 Average Weekday 0 0 0 4 0 0 PM Peak Hour  0 Park Avenue N 0 0 0 0 0 0 0 - 15 N 3rd Street 15 N 3rd Street 11 North 4 0 | 15 11 11 11 0 Park Avenue N 0  0 0 0 0 0 0 0 0 0 Future with Project 586 895 309 Average Weekday 0 414 172 52 257 0 PM Peak Hour  0 Park Avenue N 0 0 0 0 0 0 0 - 937 N 3rd Street 1,818 N 3rd Street 1,062 North 52 172 | 937 852 852 1,062 33 Park Avenue N 38  33 414 0 0 257 38 447 742 295 Total Pipeline Project Trips 132 177 45 Average Weekday 0 126 6 15 30 0 PM Peak Hour  0 Park Avenue N 0 Southport West 0 0 0 0 0 0 - 15 N 3rd Street 177 N 3rd Street 6 North 15 6 | 15 0 0 6 0 Park Avenue N 0  0 126 0 0 30 0 126 156 30 Topgolf Phase II B - 20 8 Park Ave @ N 4th St Synchro ID:8 Existing 439 665 226 Average Weekday 56 383 0 0 197 29 PM Peak Hour  56 Park Avenue N 29 Year: 9/8/22 390 299 299 372 35 44 - Data Source:TDG 390 N 4th Street 1,043 N 4th Street 372 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 383 44 35 197 0 427 659 232 Future without Project 614 907 293 Average Weekday 75 539 0 0 254 39 PM Peak Hour  75 Park Avenue N 39 Year:2026 429 317 317 403 Growth Rate =1.5%37 47 - Years of Growth =4 429 N 4th Street 1,308 N 4th Street 403 North Total Growth =1.0614 0 0 | 0 0 0 0 0 Park Avenue N 0  0 539 47 37 254 0 586 877 291 Total Project Trips 6 10 4 Average Weekday 6 0 0 0 4 0 PM Peak Hour  6 Park Avenue N 0 19 13 13 13 0 0 - 19 N 4th Street 23 N 4th Street 13 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 0 0 0 4 0 0 4 4 Future with Project 620 917 297 Average Weekday 81 539 0 0 258 39 PM Peak Hour  81 Park Avenue N 39 448 330 330 416 37 47 - 448 N 4th Street 1,331 N 4th Street 416 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 539 47 37 258 0 586 881 295 Total Pipeline Project Trips 148 201 53 Average Weekday 16 132 0 0 45 8 PM Peak Hour  16 Park Avenue N 8 Southport West 16 0 0 8 0 0 - 16 N 4th Street 201 N 4th Street 8 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 132 0 0 45 0 132 177 45 Topgolf Phase II B - 21 9 Park Ave @ N 6th St Synchro ID:9 Existing 356 708 352 Average Weekday 35 317 4 136 216 0 PM Peak Hour  35 Park Avenue N 0 Year: 9/8/22 46 7 7 15 4 8 - Data Source:TDG 308 N 6th Street 855 N 6th Street 72 North 136 4 | 262 51 51 57 75 Park Avenue N 2  75 317 8 4 216 2 400 622 222 Future without Project 525 951 426 Average Weekday 37 484 4 144 282 0 PM Peak Hour  37 Park Avenue N 0 Year:2026 48 7 7 15 Growth Rate =1.5%4 8 - Years of Growth =4 326 N 6th Street 1,106 N 6th Street 75 North Total Growth =1.0614 144 4 | 278 54 54 60 80 Park Avenue N 2  80 484 8 4 282 2 572 860 288 Total Project Trips 6 10 4 Average Weekday 0 6 0 0 4 0 PM Peak Hour  0 Park Avenue N 0 0 0 0 0 0 0 - 0 N 6th Street 10 N 6th Street 0 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 6 0 0 4 0 6 10 4 Future with Project 531 961 430 Average Weekday 37 490 4 144 286 0 PM Peak Hour  37 Park Avenue N 0 48 7 7 15 4 8 - 326 N 6th Street 1,116 N 6th Street 75 North 144 4 | 278 54 54 60 80 Park Avenue N 2  80 490 8 4 286 2 578 870 292 Total Pipeline Project Trips 148 201 53 Average Weekday 0 148 0 0 53 0 PM Peak Hour  0 Park Avenue N 0 Southport West 0 0 0 0 0 0 - 0 N 6th Street 201 N 6th Street 0 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 148 0 0 53 0 148 201 53 Topgolf Phase II B - 22 10 Park Ave @ N 8th St Synchro ID:10 Existing 349 762 413 Average Weekday 32 245 72 63 276 74 PM Peak Hour  32 Park Avenue N 74 Year: 9/8/22 143 91 91 240 20 75 - Data Source:TDG 307 N 8th Street 1,101 N 8th Street 428 North 63 72 | 164 64 64 188 37 Park Avenue N 52  37 245 75 20 276 52 357 705 348 Future without Project 518 1,008 490 Average Weekday 34 408 76 67 344 79 PM Peak Hour  34 Park Avenue N 79 Year:2026 152 97 97 256 Growth Rate =1.5%21 80 - Years of Growth =4 326 N 8th Street 1,368 N 8th Street 455 North Total Growth =1.0614 67 76 | 174 68 68 199 39 Park Avenue N 55  39 408 80 21 344 55 527 947 420 Total Project Trips 2 3 1 Average Weekday 0 2 0 0 1 0 PM Peak Hour  0 Park Avenue N 0 0 0 0 4 0 4 - 0 N 8th Street 10 N 8th Street 7 North 0 0 | 0 0 0 3 0 Park Avenue N 3  0 2 4 0 1 3 6 10 4 Future with Project 520 1,011 491 Average Weekday 34 410 76 67 345 79 PM Peak Hour  34 Park Avenue N 79 152 97 97 260 21 84 - 326 N 8th Street 1,378 N 8th Street 462 North 67 76 | 174 68 68 202 39 Park Avenue N 58  39 410 84 21 345 58 533 957 424 Total Pipeline Project Trips 148 199 51 Average Weekday 0 148 0 0 51 0 PM Peak Hour  0 Park Avenue N 0 Southport West 0 0 0 0 0 0 - 0 N 8th Street 199 N 8th Street 0 North 0 0 | 0 0 0 0 0 Park Avenue N 0  0 148 0 0 51 0 148 199 51 Topgolf Phase II B - 23 11 S Access @ N 3rd Street Synchro ID:11 Existing 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 ---0 Year: 9/8/22 0 0 0 0 0 0 - Data Source:TDG 962 N 3rd Street 962 N 3rd Street 962 North 0 0 | 962 962 962 962 0 ---0  0 0 0 0 0 0 0 0 0 Future without Project 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 ---0 Year:2026 0 0 0 0 Growth Rate =1.5%0 0 - Years of Growth =4 1,036 N 3rd Street 1,036 N 3rd Street 1,036 North Total Growth =1.0614 0 0 | 1,036 1,036 1,036 1,036 0 ---0  0 0 0 0 0 0 0 0 0 Total Project Trips 10 26 16 Average Weekday 0 0 10 16 0 0 PM Peak Hour  0 South Site Access 0 0 0 0 0 0 0 - 35 N 3rd Street 45 N 3rd Street 29 North 16 10 | 35 19 19 29 0 ---0  0 0 0 0 0 0 0 0 0 Future with Project 10 26 16 Average Weekday 0 0 10 16 0 0 PM Peak Hour  0 South Site Access 0 0 0 0 0 0 0 - 1,071 N 3rd Street 1,081 N 3rd Street 1,065 North 16 10 | 1,071 1,055 1,055 1,065 0 ---0  0 0 0 0 0 0 0 0 0 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 ---0 Southport West 0 0 0 0 0 0 - 15 N 3rd Street 15 N 3rd Street 15 North 0 0 | 15 15 15 15 0 ---0  0 0 0 0 0 0 0 0 0 Topgolf Phase II B - 24 12 N Access @ N 4th St Synchro ID:12 Existing 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 ---0 Year: 9/8/22 378 378 378 378 0 0 - Data Source:TDG 378 N 4th Street 378 N 4th Street 378 North 0 0 | 0 0 0 0 0 ---0  0 0 0 0 0 0 0 0 0 Future without Project 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 ---0 Year:2026 417 417 417 417 Growth Rate =1.5%0 0 - Years of Growth =4 417 N 4th Street 417 N 4th Street 417 North Total Growth =1.0614 0 0 | 0 0 0 0 0 ---0  0 0 0 0 0 0 0 0 0 Total Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 ---0 31 26 26 33 5 7 - 31 N 4th Street 38 N 4th Street 33 North 0 0 | 0 0 0 0 0 North Site Access 0  0 0 7 5 0 0 7 12 5 Future with Project 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 ---0 448 443 443 450 5 7 - 448 N 4th Street 455 N 4th Street 450 North 0 0 | 0 0 0 0 0 N Site Access 0  0 0 7 5 0 0 7 12 5 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 ---0 Southport West 16 16 16 16 0 0 - 16 N 4th Street 16 N 4th Street 16 North 0 0 | 0 0 0 0 0 ---0  0 0 0 0 0 0 0 0 0 Topgolf Phase II Volume extrapolated from west leg of Burnett Avenue N at N 4th Street. B - 25 13 Burnett Ave N @ Parking Lot Synchro ID:13 Existing 23 61 38 Average Weekday 5 18 0 5 33 0 PM Peak Hour  5 Burnett Avenue N 0 Year: 9/8/22 10 0 0 0 5 0 - Data Source:TDG 20 Commercial Parking Lot 71 --- 0 North 5 0 | 10 0 0 0 5 Burnett Avenue N 0    5 18 0 5 33 0 23 61 38 Future without Project 24 64 40 Average Weekday 5 19 0 5 35 0 PM Peak Hour  5 Burnett Avenue N 0 Year:2026 10 0 0 0 Growth Rate =1.5%5 0 - Years of Growth =4 20 Commercial Parking Lot 74 --- 0 North Total Growth =1.0614 5 0 | 10 0 0 0 5 Burnett Avenue N 0  5 19 0 5 35 0 24 64 40 Total Project Trips 8 30 22 Average Weekday 8 0 0 8 14 0 PM Peak Hour  8 Burnett Avenue N 0 16 0 0 0 8 0 - 32 Commercial Parking Lot 46 --- 0 North 8 0 | 16 0 0 0 8 Burnett Avenue N 0  8 0 0 8 14 0 8 30 22 Future with Project 32 94 62 Average Weekday 13 19 0 13 49 0 PM Peak Hour  13 Burnett Avenue N 0 26 0 0 0 13 0 - 52 Commercial Parking Lot 120 --- 0 North 13 0 | 26 0 0 0 13 Burnett Avenue N 0  13 19 0 13 49 0 32 94 62 Total Pipeline Project Trips 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak Hour  0 Burnett Avenue N 0 Southport West 0 0 0 0 0 0 - 0 Commercial Parking Lot 0 --- 0 North 0 0 | 0 0 0 0 0 Burnett Avenue N 0  0 0 0 0 0 0 0 0 0 Topgolf Phase II Volume extrapolated from north leg of Burnett Avenue N at N 3rd Street. Conservatively, 5 trips have been added to/from the commercial parking lot approaches. B - 26 Logan Six Existing Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 0 5 0 0 0 7 1107 484 27 737 3 Future Volume (vph) 4 0 5 0 0 0 7 1107 484 27 737 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 1687 1509 0 0 0 1687 3374 1509 1687 3370 0 Flt Permitted 0.950 0.354 0.213 Satd. Flow (perm) 0 1685 1487 0 0 0 628 3374 1509 378 3370 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 4 5 0 0 0 7 1178 515 29 787 0 Turn Type Perm NA Perm D.P+P NA custom D.P+P NA Protected Phases 4 1 6 7! 5! 2 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 10.0 23.0 29.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 15.0 65.0 80.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 13.6% 59.1% 72.7% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None None Min None None Min Act Effct Green (s) 6.2 6.2 39.6 40.9 45.0 38.7 43.6 Actuated g/C Ratio 0.13 0.13 0.84 0.87 0.95 0.82 0.92 v/c Ratio 0.01 0.01 0.01 0.40 0.35 0.06 0.25 Control Delay (s/veh) 26.0 0.2 1.2 3.7 1.7 1.5 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 26.0 0.2 1.2 3.7 1.7 1.5 2.2 LOS C A A A A A A Approach Delay (s/veh) 11.7 3.1 2.2 Approach LOS B A A B - 27 Logan Six Existing Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS B - 28 Logan Six Existing Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 1 0 0 0 0 1 0 Queue Length 95th (ft) 10 0 3 193 95 6 110 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 971 886 778 3270 1509 622 3266 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.01 0.01 0.36 0.34 0.05 0.24 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 47.2 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay (s/veh): 2.8 Intersection LOS: A Intersection Capacity Utilization 52.3% ICU Level of Service A Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street B - 29 Logan Six Existing Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary B - 30 Logan Six Existing Conditions 2: Logan Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 353 37 932 0 0 496 Future Volume (vph) 353 37 932 0 0 496 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3273 1509 3374 0 0 3374 Flt Permitted 0.950 Satd. Flow (perm) 3273 1509 3374 0 0 3374 Right Turn on Red Yes Yes Satd. Flow (RTOR) 39 Link Speed (mph) 30 30 30 Link Distance (ft) 120 511 1321 Travel Time (s) 2.7 11.6 30.0 Confl. Peds. (#/hr)2 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 372 39 981 0 0 522 Turn Type Prot Perm NA NA Protected Phases 3 6 2 Permitted Phases 3 Detector Phase 3 3 6 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 27.0 27.0 23.0 23.0 Total Split (s) 35.0 35.0 55.0 55.0 Total Split (%) 38.9% 38.9% 61.1% 61.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None Min Min Act Effct Green (s) 10.8 10.8 20.7 20.7 Actuated g/C Ratio 0.26 0.26 0.49 0.49 v/c Ratio 0.44 0.09 0.58 0.31 Control Delay (s/veh) 15.7 6.5 9.2 6.9 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 15.7 6.5 9.2 6.9 LOS B A A A Approach Delay (s/veh) 14.9 9.3 6.9 Approach LOS B A A Queue Length 50th (ft) 36 0 73 32 Queue Length 95th (ft) 82 18 139 66 Internal Link Dist (ft) 40 431 1241 B - 31 Logan Six Existing Conditions 2: Logan Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group WBL WBR NBT NBR SBL SBT Turn Bay Length (ft) Base Capacity (vph) 2421 1126 3315 3315 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.15 0.03 0.30 0.16 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 41.9 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay (s/veh): 9.8 Intersection LOS: A Intersection Capacity Utilization 44.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Logan Avenue N & N 4th Street B - 32 Logan Six Existing Conditions 3: Logan Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 9 23 34 8 8 57 683 203 29 432 8 Future Volume (vph) 11 9 23 34 8 8 57 683 203 29 432 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 295 140 0 230 0 135 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.98 0.96 0.98 0.97 0.98 0.96 0.98 0.99 Frt 0.850 0.850 0.850 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1656 1743 1482 1656 1743 1482 1656 1743 1482 1656 3299 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1629 1743 1437 1625 1743 1440 1625 1743 1422 1639 3299 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 131 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1173 1272 1321 1309 Travel Time (s) 26.7 28.9 30.0 29.8 Confl. Peds. (#/hr) 10 12 12 10 15 19 19 15 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% Shared Lane Traffic (%) Lane Group Flow (vph) 12 10 25 37 9 9 62 742 221 32 479 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 28.0 28.0 10.0 27.0 27.0 10.0 29.0 29.0 10.0 30.0 Total Split (s) 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 Total Split (%) 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min Min None Min Min None Min Act Effct Green (s) 6.3 6.2 6.2 7.2 8.5 8.5 8.0 31.6 31.6 7.0 27.9 Actuated g/C Ratio 0.11 0.11 0.11 0.13 0.15 0.15 0.14 0.56 0.56 0.12 0.49 v/c Ratio 0.06 0.05 0.09 0.17 0.03 0.02 0.26 0.76 0.25 0.15 0.29 Control Delay (s/veh) 29.5 29.5 0.7 28.8 25.1 0.1 28.4 22.7 6.3 28.8 12.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 29.5 29.5 0.7 28.8 25.1 0.1 28.4 22.7 6.3 28.8 12.4 LOS C C A C C A C C A C B Approach Delay (s/veh) 14.2 23.5 19.6 13.5 Approach LOS B C B B B - 33 Logan Six Existing Conditions 3: Logan Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 3 2 0 9 2 0 14 88 7 8 46 Queue Length 95th (ft) 21 18 0 42 17 0 60 #589 72 38 121 Internal Link Dist (ft) 1093 1192 1241 1229 Turn Bay Length (ft) 250 295 140 230 135 Base Capacity (vph) 616 974 851 616 974 852 616 974 852 616 1844 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.01 0.03 0.06 0.01 0.01 0.10 0.76 0.26 0.05 0.26 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 56.6 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay (s/veh): 17.7 Intersection LOS: B Intersection Capacity Utilization 63.9% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Logan Avenue N & N 6th Street B - 34 Logan Six Existing Conditions 4: Logan Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 8 8 48 6 16 22 629 57 5 429 17 Future Volume (vph) 9 8 8 48 6 16 22 629 57 5 429 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 105 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 0.92 0.93 0.93 0.94 0.99 0.98 0.99 Frt 0.850 0.889 0.988 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1687 3374 1509 1687 2819 0 1687 1748 0 1687 1758 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1587 3374 1395 1578 2819 0 1598 1748 0 1666 1758 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 116 17 4 2 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1154 1202 1309 1978 Travel Time (s) 26.2 27.3 29.8 45.0 Confl. Peds. (#/hr) 19 32 32 19 63 23 23 63 Confl. Bikes (#/hr)1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 9 8 8 50 23 0 23 714 0 5 465 0 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 Detector Phase 5 2 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 24.0 24.0 11.0 25.0 10.0 30.0 10.0 28.0 Total Split (s) 26.0 36.0 36.0 26.0 36.0 25.0 35.0 25.0 35.0 Total Split (%) 21.3% 29.5% 29.5% 21.3% 29.5% 20.5% 28.7% 20.5% 28.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min None Min None Min Act Effct Green (s) 5.2 5.1 5.1 6.1 10.3 5.5 31.1 5.1 30.9 Actuated g/C Ratio 0.09 0.09 0.09 0.11 0.18 0.10 0.56 0.09 0.55 v/c Ratio 0.05 0.02 0.03 0.27 0.04 0.14 0.73 0.03 0.47 Control Delay (s/veh) 29.0 28.3 0.2 30.0 14.3 29.4 19.0 28.8 12.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 29.0 28.3 0.2 30.0 14.3 29.4 19.0 28.8 12.5 LOS C C A C B C B C B Approach Delay (s/veh) 19.6 25.1 19.4 12.7 B - 35 Logan Six Existing Conditions 4: Logan Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS B C B B Queue Length 50th (ft) 3 1 0 16 1 8 180 2 94 Queue Length 95th (ft) 17 8 0 51 11 30 #508 12 250 Internal Link Dist (ft) 1074 1122 1229 1898 Turn Bay Length (ft) 105 Base Capacity (vph) 619 1859 820 619 1560 619 971 619 969 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.00 0.01 0.08 0.01 0.04 0.74 0.01 0.48 Intersection Summary Area Type: Other Cycle Length: 122 Actuated Cycle Length: 56 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay (s/veh): 17.3 Intersection LOS: B Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Logan Avenue N & N 8th Street B - 36 Logan Six Existing Conditions 5: Burnett Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 445 26 0 0 0 0 19 7 1 7 0 Future Volume (vph) 5 445 26 0 0 0 0 19 7 1 7 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.963 Flt Protected 0.999 0.994 Satd. Flow (prot) 0 3407 0 0 0 0 0 1743 0 0 1799 0 Flt Permitted 0.999 0.994 Satd. Flow (perm) 0 3407 0 0 0 0 0 1743 0 0 1799 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 172 1226 390 138 Travel Time (s) 3.9 27.9 8.9 3.1 Confl. Peds. (#/hr) 1 1 1 1 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 0 529 0 0 0 0 0 29 0 0 9 0 Sign Control Free Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 26.9% ICU Level of Service A Analysis Period (min) 15 B - 37 Logan Six Existing Conditions 5: Burnett Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 445 26 0 0 0 0 19 7 1 7 0 Future Vol, veh/h 5 445 26 0 0 0 0 19 7 1 7 0 Conflicting Peds, #/hr 1 0 1 1 0 1 1 0 0 0 0 1 Sign Control Free Free Free Stop Stop Stop 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 6 494 29 0 0 0 0 21 8 1 8 0 Major/Minor Major1 Minor1 Minor2 Conflicting Flow All 1 0 0 - 522 263 270 536 - Stage 1 - - - - 521 - 1 1 - Stage 2 - - - - 1 - 269 535 - Critical Hdwy 4.2 - - - 6.6 7 7.6 6.6 - Critical Hdwy Stg 1 - - - - 5.6 - - - - Critical Hdwy Stg 2 - - - - - - 6.6 5.6 - Follow-up Hdwy 2.25 - - - 4.05 3.35 3.55 4.05 - Pot Cap-1 Maneuver 1599 - - 0 451 727 653 443 0 Stage 1 - - - 0 522 - - - 0 Stage 2 - - - 0 - - 705 514 0 Platoon blocked, % - - Mov Cap-1 Maneuver 1597 - - - 449 726 613 440 - Mov Cap-2 Maneuver - - - - 449 - 613 440 - Stage 1 - - - - 520 - - - - Stage 2 - - - - - - 667 512 - Approach EB NB SB HCM Control Delay, s/v 0.1 12.64 13.05 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBRSBLn1 Capacity (veh/h) 500 35 - - 456 HCM Lane V/C Ratio 0.058 0.003 - - 0.019 HCM Control Delay (s/veh) 12.6 7.3 0 - 13 HCM Lane LOS B A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 B - 38 Logan Six Existing Conditions 6: Burnett Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 8 400 5 24 8 0 0 5 8 Future Volume (vph) 0 0 0 8 400 5 24 8 0 0 5 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.917 Flt Protected 0.950 0.964 Satd. Flow (prot) 0 0 0 1703 3406 1524 0 1728 0 0 1644 0 Flt Permitted 0.950 0.964 Satd. Flow (perm) 0 0 0 1703 3406 1524 0 1728 0 0 1644 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 88 1194 309 762 Travel Time (s) 2.0 27.1 7.0 17.3 Confl. Peds. (#/hr) 2 2 1 1 Confl. Bikes (#/hr) 2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 8 417 5 0 33 0 0 13 0 Sign Control Stop Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 26.3% ICU Level of Service A Analysis Period (min) 15 B - 39 Logan Six Existing Conditions 6: Burnett Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn 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 0 0 8 400 5 24 8 0 0 5 8 Future Vol, veh/h 0 0 0 8 400 5 24 8 0 0 5 8 Conflicting Peds, #/hr 0 0 2 2 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6 Mvmt Flow 0 0 0 8 417 5 25 8 0 0 5 8 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 2 0 0 230 441 - - 435 208 Stage 1 - - - 2 2 - - 433 - Stage 2 - - - 228 439 - - 2 - Critical Hdwy 4.22 - - 7.62 6.62 - - 6.62 7.02 Critical Hdwy Stg 1 - - - - - - - 5.62 - Critical Hdwy Stg 2 - - - 6.62 5.62 - - - - Follow-up Hdwy 2.26 - - 3.56 4.06 - - 4.06 3.36 Pot Cap-1 Maneuver 1590 - - 695 500 0 0 504 785 Stage 1 - - - - - 0 0 570 - Stage 2 - - - 743 567 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 1587 - - 676 497 - - 500 785 Mov Cap-2 Maneuver - - - 676 497 - - 500 - Stage 1 - - - - - - - 567 - Stage 2 - - - 725 564 - - - - Approach WB NB SB HCM Control Delay, s/v 0.14 11.14 10.71 HCM LOS B B Minor Lane/Major Mvmt NBLn1 WBL WBT WBRSBLn1 Capacity (veh/h) 620 1587 - - 644 HCM Lane V/C Ratio 0.054 0.005 - - 0.021 HCM Control Delay (s/veh) 11.1 7.3 - - 10.7 HCM Lane LOS B A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 B - 40 Logan Six Existing Conditions 7: Park Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 27 421 10 0 0 0 0 291 62 91 69 0 Future Volume (vph) 27 421 10 0 0 0 0 291 62 91 69 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.98 0.99 0.99 0.99 Frt 0.996 0.974 Flt Protected 0.950 0.972 Satd. Flow (prot) 1736 3456 0 0 0 0 0 3368 0 0 3374 0 Flt Permitted 0.950 0.661 Satd. Flow (perm) 1712 3456 0 0 0 0 0 3368 0 0 2288 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 39 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1226 1509 471 662 Travel Time (s) 27.9 34.3 10.7 15.0 Confl. Peds. (#/hr) 13 2 2 13 7 9 9 7 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 31 502 0 0 0 0 0 410 0 0 186 0 Turn Type Perm NA NA pm+pt NA Protected Phases 6 8 7 4 Permitted Phases 6 4 Detector Phase 6 6 8 7 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 Minimum Split (s) 25.0 25.0 24.0 9.0 24.0 Total Split (s) 26.0 26.0 26.0 14.0 26.0 Total Split (%) 39.4% 39.4%39.4% 21.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None Min None None Act Effct Green (s) 12.0 12.0 11.0 11.0 Actuated g/C Ratio 0.34 0.34 0.31 0.31 v/c Ratio 0.05 0.42 0.37 0.26 Control Delay (s/veh) 8.1 10.1 10.0 10.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 8.1 10.1 10.0 10.7 LOS A B B B Approach Delay (s/veh) 10.0 10.1 10.7 Approach LOS A B B Queue Length 50th (ft) 4 34 25 12 Queue Length 95th (ft) 14 65 57 32 Internal Link Dist (ft) 1146 1429 391 582 B - 41 Logan Six Existing Conditions 7: Park Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft) Base Capacity (vph) 986 1993 1957 2168 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.03 0.25 0.21 0.09 Intersection Summary Area Type: Other Cycle Length: 66 Actuated Cycle Length: 35.1 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay (s/veh): 10.1 Intersection LOS: B Intersection Capacity Utilization 48.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: Park Avenue N & N 3rd Street B - 42 Logan Six Existing Conditions 8: Park Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 79 359 60 24 290 0 0 81 19 Future Volume (vph) 0 0 0 79 359 60 24 290 0 0 81 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00 0.95 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.98 0.98 0.99 0.99 Frt 0.850 0.972 Flt Protected 0.991 0.996 Satd. Flow (prot) 0 0 0 0 4896 1538 0 3424 0 0 3323 0 Flt Permitted 0.991 0.923 Satd. Flow (perm) 0 0 0 0 4845 1514 0 3170 0 0 3323 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)83 24 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1194 1450 662 1307 Travel Time (s) 27.1 33.0 15.0 29.7 Confl. Peds. (#/hr) 4 58 58 4 14 8 8 14 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 554 76 0 397 0 0 127 0 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 2 3 8 4 Permitted Phases 2 2 8 Detector Phase 2 2 2 3 8 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 9.0 26.0 24.0 Total Split (s)30.0 30.0 30.0 19.0 26.0 30.0 Total Split (%)38.0% 38.0% 38.0% 24.1% 32.9% 38.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode Min Min Min None Min Min Act Effct Green (s)10.4 10.4 9.1 9.1 Actuated g/C Ratio 0.35 0.35 0.31 0.31 v/c Ratio 0.32 0.13 0.41 0.12 Control Delay (s/veh)7.7 2.8 10.0 7.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh)7.7 2.8 10.0 7.1 LOS A A B A Approach Delay (s/veh)7.2 10.0 7.1 Approach LOS A B A Queue Length 50th (ft)20 0 22 5 Queue Length 95th (ft)36 11 47 16 Internal Link Dist (ft) 1114 1370 582 1227 B - 43 Logan Six Existing Conditions 8: Park Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft) Base Capacity (vph)4137 1304 3170 2841 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.13 0.06 0.13 0.04 Intersection Summary Area Type: Other Cycle Length: 79 Actuated Cycle Length: 29.7 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay (s/veh): 8.2 Intersection LOS: A Intersection Capacity Utilization 33.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Park Avenue N & N 4th Street B - 44 Logan Six Existing Conditions 9: Park Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 95 35 23 5 25 4 67 317 5 3 71 72 Future Volume (vph) 95 35 23 5 25 4 67 317 5 3 71 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 100 0 170 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Frt 0.940 0.981 0.998 0.925 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1719 3213 0 1719 1768 0 1719 3430 0 1719 3149 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1691 3213 0 1715 1768 0 1708 3430 0 1716 3149 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 30 30 30 30 Link Distance (ft) 1272 822 1307 1301 Travel Time (s) 28.9 18.7 29.7 29.6 Confl. Peds. (#/hr) 7 1 1 7 3 1 1 3 Confl. Bikes (#/hr)2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 102 63 0 5 31 0 72 346 0 3 153 0 Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 27.0 10.0 27.0 9.5 26.0 9.5 26.0 Total Split (s) 25.0 65.0 25.0 35.0 25.0 45.0 25.0 65.0 Total Split (%) 13.9% 36.1% 13.9% 19.4% 13.9% 25.0% 13.9% 36.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 9.1 14.7 5.7 6.1 8.6 18.8 5.2 10.7 Actuated g/C Ratio 0.19 0.31 0.12 0.13 0.18 0.39 0.11 0.22 v/c Ratio 0.31 0.06 0.02 0.13 0.23 0.25 0.01 0.21 Control Delay (s/veh) 23.3 14.4 24.8 24.6 22.8 12.3 25.0 20.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 23.3 14.4 24.8 24.6 22.8 12.3 25.0 20.4 LOS C B C C C B C C Approach Delay (s/veh) 19.9 24.6 14.2 20.5 B - 45 Logan Six Existing Conditions 9: Park Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS B C B C Queue Length 50th (ft) 28 6 1 9 20 32 1 21 Queue Length 95th (ft) 71 23 11 32 56 86 8 48 Internal Link Dist (ft) 1192 742 1227 1221 Turn Bay Length (ft) 100 100 170 Base Capacity (vph) 806 3195 806 1758 806 3411 806 3132 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.13 0.02 0.01 0.02 0.09 0.10 0.00 0.05 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 47.9 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.31 Intersection Signal Delay (s/veh): 17.2 Intersection LOS: B Intersection Capacity Utilization 37.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Park Avenue N & N 6th Street B - 46 Logan Six Existing Conditions 10: Park Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 49 7 33 53 35 10 379 120 23 136 9 Future Volume (vph) 24 49 7 33 53 35 10 379 120 23 136 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 155 0 95 0 125 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.98 0.99 Frt 0.981 0.941 0.964 0.991 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 3396 0 1736 3266 0 1736 3314 0 1736 3432 0 Flt Permitted 0.690 0.704 0.950 0.950 Satd. Flow (perm) 1261 3396 0 1274 3266 0 1702 3314 0 1713 3432 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 7 39 23 3 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1202 1521 1301 849 Travel Time (s) 27.3 34.6 29.6 19.3 Confl. Peds. (#/hr) 3 3 7 8 8 7 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 27 63 0 37 99 0 11 561 0 26 163 0 Turn Type pm+pt NA pm+pt NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 55.0 35.0 55.0 65.0 85.0 35.0 55.0 Total Split (%) 16.7% 26.2% 16.7% 26.2% 31.0% 40.5% 16.7% 26.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 9.5 7.5 9.7 7.6 6.8 15.7 7.4 17.5 Actuated g/C Ratio 0.24 0.19 0.24 0.19 0.17 0.39 0.18 0.43 v/c Ratio 0.07 0.09 0.09 0.15 0.03 0.42 0.08 0.10 Control Delay (s/veh) 13.7 18.8 13.7 14.4 22.7 12.3 21.8 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 13.7 18.8 13.7 14.4 22.7 12.3 21.8 8.9 LOS B B B B C B C A Approach Delay (s/veh) 17.3 14.3 12.5 10.7 Approach LOS B B B B B - 47 Logan Six Existing Conditions 10: Park Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 4 3 5 4 2 22 3 5 Queue Length 95th (ft) 22 25 27 29 16 126 28 40 Internal Link Dist (ft) 1122 1441 1221 769 Turn Bay Length (ft) 155 95 125 125 Base Capacity (vph) 1392 3192 1392 3072 1723 3314 1392 3226 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.02 0.03 0.03 0.01 0.17 0.02 0.05 Intersection Summary Area Type: Other Cycle Length: 210 Actuated Cycle Length: 40.3 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay (s/veh): 12.9 Intersection LOS: B Intersection Capacity Utilization 35.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Park Avenue N & N 8th Street B - 48 Logan Six Existing Conditions 11: N 3rd Street & South Site Access AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 476 0 0 0 0 Future Volume (vph) 0 476 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 3539 0 0 1863 0 Flt Permitted Satd. Flow (perm) 0 3539 0 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 189 172 235 Travel Time (s) 4.3 3.9 5.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 517 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 16.5% ICU Level of Service A Analysis Period (min) 15 B - 49 Logan Six Existing Conditions 11: N 3rd Street & South Site Access AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 476 0 0 0 0 Future Vol, veh/h 0 476 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 517 0 0 0 0 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 259 - Stage 1 - - 0 - Stage 2 - - 259 - Critical Hdwy 4.14 - 6.84 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 - 3.52 - Pot Cap-1 Maneuver - - 708 0 Stage 1 - - - 0 Stage 2 - - 761 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 708 - Mov Cap-2 Maneuver - - 708 - Stage 1 - - - - Stage 2 - - 761 - Approach EB SB HCM Control Delay, s/v 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s/veh) 0 - 0 HCM Lane LOS A - A HCM 95th %tile Q(veh) - - - B - 50 Logan Six Existing Conditions 12: North Site Access & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 0 0 0 432 0 0 Future Volume (vph) 0 0 0 432 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.91 0.91 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 0 0 5085 1863 0 Flt Permitted Satd. Flow (perm) 0 0 0 5085 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 120 88 187 Travel Time (s) 2.7 2.0 4.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 470 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 11.7% ICU Level of Service A Analysis Period (min) 15 B - 51 Logan Six Existing Conditions 12: North Site Access & N 4th Street AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 0 0 0 432 0 0 Future Vol, veh/h 0 0 0 432 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 470 0 0 Major/Minor Major2 Minor1 Conflicting Flow All 0 0 188 - Stage 1 - - 0 - Stage 2 - - 188 - Critical Hdwy 5.34 - 5.74 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 6.04 - Follow-up Hdwy 3.12 - 3.82 - Pot Cap-1 Maneuver - - 770 0 Stage 1 - - - 0 Stage 2 - - 758 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 770 - Mov Cap-2 Maneuver - - 770 - Stage 1 - - - - Stage 2 - - 758 - Approach WB NB HCM Control Delay, s/v 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 WBL WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s/veh) 0 0 - HCM Lane LOS A A - HCM 95th %tile Q(veh) - - - B - 52 Logan Six Existing Conditions 13: Burnett Avenue N & Commercial Parking Lot AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 5 5 5 24 8 5 Future Volume (vph) 5 5 5 24 8 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.952 Flt Protected 0.976 0.992 Satd. Flow (prot) 1694 0 0 1848 1773 0 Flt Permitted 0.976 0.992 Satd. Flow (perm) 1694 0 0 1848 1773 0 Link Speed (mph) 30 30 30 Link Distance (ft) 195 138 309 Travel Time (s) 4.4 3.1 7.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 10 0 0 31 14 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.5% ICU Level of Service A Analysis Period (min) 15 B - 53 Logan Six Existing Conditions 13: Burnett Avenue N & Commercial Parking Lot AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 5 5 24 8 5 Future Vol, veh/h 5 5 5 24 8 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 5 26 9 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 48 11 14 0 - 0 Stage 1 11 - - - - - Stage 2 37 - - - - - 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 961 1069 1604 - - - Stage 1 1011 - - - - - Stage 2 986 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 958 1069 1604 - - - Mov Cap-2 Maneuver 958 - - - - - Stage 1 1008 - - - - - Stage 2 986 - - - - - Approach EB NB SB HCM Control Delay, s/v 8.6 1.25 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 310 - 1011 - - HCM Lane V/C Ratio 0.003 - 0.011 - - HCM Control Delay (s/veh) 7.3 0 8.6 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - B - 54 Logan Six Existing Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 8 45 0 0 0 37 931 784 66 1161 2 Future Volume (vph) 4 8 45 0 0 0 37 931 784 66 1161 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.99 Frt 0.850 0.850 Flt Protected 0.984 0.950 0.950 Satd. Flow (prot) 0 1833 1583 0 0 0 1770 3539 1583 1770 3539 0 Flt Permitted 0.984 0.202 0.266 Satd. Flow (perm) 0 1833 1554 0 0 0 376 3539 1583 495 3539 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 5 5 1 10 10 1 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 Shared Lane Traffic (%) Lane Group Flow (vph) 0 12 46 0 0 0 38 960 808 68 1199 0 Turn Type Perm NA Perm pm+pt NA custom D.P+P NA Protected Phases 4 1 6 7! 5! 2 Permitted Phases 4 4 6 6 Detector Phase 4 4 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 10.0 23.0 29.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 15.0 65.0 80.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 13.6% 59.1% 72.7% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None None Min None None Min Act Effct Green (s) 6.4 6.4 34.3 34.1 39.9 34.5 36.5 Actuated g/C Ratio 0.13 0.13 0.71 0.71 0.83 0.71 0.76 v/c Ratio 0.04 0.17 0.08 0.38 0.61 0.13 0.44 Control Delay (s/veh) 25.3 6.5 3.0 7.3 6.4 3.0 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 25.3 6.5 3.0 7.3 6.4 3.0 6.4 LOS C A A A A A A Approach Delay (s/veh) 10.4 6.9 6.3 Approach LOS B A A Queue Length 50th (ft) 3 0 3 101 114 5 65 B - 55 Logan Six Existing Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) B - 56 Logan Six Existing Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 95th (ft) 19 18 8 152 234 13 203 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 1026 900 595 3463 1583 658 3463 Starvation Cap Reductn 0 0 0 0 0 0 41 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.05 0.06 0.28 0.51 0.10 0.35 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 48.3 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay (s/veh): 6.7 Intersection LOS: A Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street B - 57 Logan Six Existing Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group Ø3 Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary B - 58 Logan Six Existing Conditions 2: Logan Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 337 48 931 0 0 903 Future Volume (vph) 337 48 931 0 0 903 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3433 1583 3539 0 0 3539 Flt Permitted 0.950 Satd. Flow (perm) 3433 1583 3539 0 0 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) 49 Link Speed (mph) 30 30 30 Link Distance (ft) 120 511 1321 Travel Time (s) 2.7 11.6 30.0 Confl. Peds. (#/hr)3 3 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Shared Lane Traffic (%) Lane Group Flow (vph) 347 49 960 0 0 931 Turn Type Prot Perm NA NA Protected Phases 3 6 2 Permitted Phases 3 Detector Phase 3 3 6 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 27.0 27.0 23.0 23.0 Total Split (s) 35.0 35.0 55.0 55.0 Total Split (%) 38.9% 38.9% 61.1% 61.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None Min Min Act Effct Green (s) 10.0 10.0 19.6 19.6 Actuated g/C Ratio 0.25 0.25 0.49 0.49 v/c Ratio 0.40 0.11 0.55 0.53 Control Delay (s/veh) 14.8 6.0 8.5 8.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 14.8 6.0 8.5 8.3 LOS B A A A Approach Delay (s/veh) 13.7 8.5 8.3 Approach LOS B A A Queue Length 50th (ft) 31 0 66 63 Queue Length 95th (ft) 72 19 123 118 Internal Link Dist (ft) 40 431 1241 Turn Bay Length (ft) B - 59 Logan Six Existing Conditions 2: Logan Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group WBL WBR NBT NBR SBL SBT Base Capacity (vph) 2653 1234 3529 3529 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.13 0.04 0.27 0.26 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 39.8 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay (s/veh): 9.3 Intersection LOS: A Intersection Capacity Utilization 43.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Logan Avenue N & N 4th Street B - 60 Logan Six Existing Conditions 3: Logan Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 12 16 61 64 2 41 26 810 131 12 781 7 Future Volume (vph) 12 16 61 64 2 41 26 810 131 12 781 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 295 140 0 230 0 135 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 0.98 0.98 0.99 0.96 0.99 0.99 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 1845 1568 1752 1845 1568 1752 1845 1568 1752 3500 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1744 1845 1523 1731 1845 1540 1743 1845 1517 1741 3500 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1173 1272 1321 1309 Travel Time (s) 26.7 28.9 30.0 29.8 Confl. Peds. (#/hr) 3 8 8 3 7 14 14 7 Confl. Bikes (#/hr) 5 1 4 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 12 16 62 65 2 42 27 827 134 12 804 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 28.0 28.0 10.0 27.0 27.0 10.0 29.0 29.0 10.0 30.0 Total Split (s) 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 Total Split (%) 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min Min None Min Min None Min Act Effct Green (s) 6.2 6.4 6.4 8.0 11.9 11.9 6.7 33.0 33.0 6.2 30.7 Actuated g/C Ratio 0.10 0.11 0.11 0.14 0.20 0.20 0.11 0.56 0.56 0.10 0.52 v/c Ratio 0.06 0.08 0.23 0.27 0.00 0.10 0.13 0.80 0.14 0.06 0.44 Control Delay (s/veh) 30.5 30.4 4.3 29.8 23.5 0.5 30.3 22.7 4.3 30.5 13.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 30.5 30.4 4.3 29.8 23.5 0.5 30.3 22.7 4.3 30.5 13.1 LOS C C A C C A C C A C B Approach Delay (s/veh) 12.5 18.4 20.4 13.4 B - 61 Logan Six Existing Conditions 3: Logan Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS B B C B Queue Length 50th (ft) 4 5 0 21 1 0 9 241 4 4 87 Queue Length 95th (ft) 21 25 12 63 7 0 35 #662 39 21 209 Internal Link Dist (ft) 1093 1192 1241 1229 Turn Bay Length (ft) 250 295 140 230 135 Base Capacity (vph) 619 978 859 619 978 868 619 1029 895 619 1857 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.02 0.07 0.11 0.00 0.05 0.04 0.80 0.15 0.02 0.43 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 59.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay (s/veh): 17.1 Intersection LOS: B Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Logan Avenue N & N 6th Street B - 62 Logan Six Existing Conditions 4: Logan Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 17 10 17 104 5 52 7 749 131 21 719 2 Future Volume (vph) 17 10 17 104 5 52 7 749 131 21 719 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 105 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.97 0.96 0.97 0.95 0.98 0.99 0.98 0.99 Frt 0.850 0.862 0.978 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 1770 2916 0 1770 1807 0 1770 1862 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1723 3539 1530 1731 2916 0 1740 1807 0 1748 1862 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 116 55 7 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1154 1202 1309 1978 Travel Time (s) 26.2 27.3 29.8 45.0 Confl. Peds. (#/hr) 9 11 11 9 30 30 30 30 Confl. Bikes (#/hr)1 12 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 Shared Lane Traffic (%) Lane Group Flow (vph) 18 11 18 109 60 0 7 926 0 22 759 0 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 Detector Phase 5 2 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 24.0 24.0 11.0 25.0 10.0 30.0 10.0 28.0 Total Split (s) 26.0 36.0 36.0 26.0 36.0 25.0 35.0 25.0 35.0 Total Split (%) 21.3% 29.5% 29.5% 21.3% 29.5% 20.5% 28.7% 20.5% 28.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min None Min None Min Act Effct Green (s) 5.3 5.1 5.1 7.9 14.3 5.1 30.7 5.4 30.9 Actuated g/C Ratio 0.09 0.08 0.08 0.13 0.24 0.08 0.51 0.09 0.51 v/c Ratio 0.11 0.03 0.07 0.46 0.08 0.04 0.99 0.13 0.79 Control Delay (s/veh) 30.8 29.9 0.6 33.0 8.8 30.4 49.9 30.9 23.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 30.8 29.9 0.6 33.0 8.8 30.4 49.9 30.9 23.2 LOS C C A C A C D C C Approach Delay (s/veh) 19.1 24.5 49.8 23.4 Approach LOS B C D C B - 63 Logan Six Existing Conditions 4: Logan Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 6 2 0 37 0 2 ~317 8 209 Queue Length 95th (ft) 27 10 0 92 17 15 #782 31 #570 Internal Link Dist (ft) 1074 1122 1229 1898 Turn Bay Length (ft) 105 Base Capacity (vph) 603 1809 839 603 1518 603 927 603 958 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.01 0.02 0.18 0.04 0.01 1.00 0.04 0.79 Intersection Summary Area Type: Other Cycle Length: 122 Actuated Cycle Length: 60.1 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.00 Intersection Signal Delay (s/veh): 36.2 Intersection LOS: D Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Logan Avenue N & N 8th Street B - 64 Logan Six Existing Conditions 5: Burnett Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 791 25 0 0 0 0 26 25 12 6 0 Future Volume (vph) 7 791 25 0 0 0 0 26 25 12 6 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.995 0.934 Flt Protected 0.969 Satd. Flow (prot) 0 3522 0 0 0 0 0 1740 0 0 1805 0 Flt Permitted 0.969 Satd. Flow (perm) 0 3522 0 0 0 0 0 1740 0 0 1805 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 172 1226 390 138 Travel Time (s) 3.9 27.9 8.9 3.1 Confl. Peds. (#/hr) 5 2 2 5 21 21 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 895 0 0 0 0 0 55 0 0 20 0 Sign Control Free Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.4% ICU Level of Service A Analysis Period (min) 15 B - 65 Logan Six Existing Conditions 5: Burnett Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 791 25 0 0 0 0 26 25 12 6 0 Future Vol, veh/h 7 791 25 0 0 0 0 26 25 12 6 0 Conflicting Peds, #/hr 5 0 2 2 0 5 21 0 0 0 0 21 Sign Control Free Free Free Stop Stop Stop 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 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 860 27 0 0 0 0 28 27 13 7 0 Major/Minor Major1 Minor1 Minor2 Conflicting Flow All 5 0 0 - 896 445 464 909 - Stage 1 - - - - 891 - 5 5 - Stage 2 - - - - 5 - 459 904 - Critical Hdwy 4.14 - - - 6.54 6.94 7.54 6.54 - Critical Hdwy Stg 1 - - - - 5.54 - - - - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - Follow-up Hdwy 2.22 - - - 4.02 3.32 3.52 4.02 - Pot Cap-1 Maneuver 1615 - - 0 278 560 481 273 0 Stage 1 - - - 0 359 - - - 0 Stage 2 - - - 0 - - 551 354 0 Platoon blocked, % - - Mov Cap-1 Maneuver 1607 - - - 275 559 406 270 - Mov Cap-2 Maneuver - - - - 275 - 406 270 - Stage 1 - - - - 356 - - - - Stage 2 - - - - - - 480 351 - Approach EB NB SB HCM Control Delay, s/v 0.1 16.58 15.97 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBRSBLn1 Capacity (veh/h) 366 29 - - 348 HCM Lane V/C Ratio 0.151 0.005 - - 0.056 HCM Control Delay (s/veh) 16.6 7.3 0 - 16 HCM Lane LOS C A A - C HCM 95th %tile Q(veh) 0.5 0 - - 0.2 B - 66 Logan Six Existing Conditions 6: Burnett Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 3 356 2 14 11 0 0 11 8 Future Volume (vph) 0 0 0 3 356 2 14 11 0 0 11 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.942 Flt Protected 0.950 0.972 Satd. Flow (prot) 0 0 0 1770 3539 1583 0 1811 0 0 1755 0 Flt Permitted 0.950 0.972 Satd. Flow (perm) 0 0 0 1770 3539 1583 0 1811 0 0 1755 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 88 1194 309 762 Travel Time (s) 2.0 27.1 7.0 17.3 Confl. Peds. (#/hr)1 1 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 3 400 2 0 28 0 0 21 0 Sign Control Stop Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 24.7% ICU Level of Service A Analysis Period (min) 15 B - 67 Logan Six Existing Conditions 6: Burnett Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn 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 0 0 3 356 2 14 11 0 0 11 8 Future Vol, veh/h 0 0 0 3 356 2 14 11 0 0 11 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 3 400 2 16 12 0 0 12 9 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 213 409 - - 407 200 Stage 1 - - - 0 0 - - 407 - Stage 2 - - - 213 409 - - 0 - Critical Hdwy 4.14 - - 7.54 6.54 - - 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - - - - Follow-up Hdwy 2.22 - - 3.52 4.02 - - 4.02 3.32 Pot Cap-1 Maneuver - - - 725 531 0 0 532 808 Stage 1 - - - - - 0 0 596 - Stage 2 - - - 769 594 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 701 531 - - 532 808 Mov Cap-2 Maneuver - - - 701 531 - - 532 - Stage 1 - - - - - - - 596 - Stage 2 - - - 745 594 - - - - Approach WB NB SB HCM Control Delay, s/v 11.14 11 HCM LOS B B Minor Lane/Major Mvmt NBLn1 WBL WBT WBRSBLn1 Capacity (veh/h) 614 - - - 621 HCM Lane V/C Ratio 0.046 - - - 0.034 HCM Control Delay (s/veh) 11.1 - - - 11 HCM Lane LOS B - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.1 B - 68 Logan Six Existing Conditions 7: Park Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 31 792 31 0 0 0 0 214 36 156 271 0 Future Volume (vph) 31 792 31 0 0 0 0 214 36 156 271 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.99 0.99 0.99 0.99 Frt 0.994 0.978 Flt Protected 0.950 0.982 Satd. Flow (prot) 1770 3516 0 0 0 0 0 3454 0 0 3476 0 Flt Permitted 0.950 0.757 Satd. Flow (perm) 1768 3516 0 0 0 0 0 3454 0 0 2678 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 6 29 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1226 1509 471 662 Travel Time (s) 27.9 34.3 10.7 15.0 Confl. Peds. (#/hr) 1 2 2 1 5 2 2 5 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 Shared Lane Traffic (%) Lane Group Flow (vph) 32 848 0 0 0 0 0 258 0 0 440 0 Turn Type Perm NA NA pm+pt NA Protected Phases 6 8 7 4 Permitted Phases 6 4 Detector Phase 6 6 8 7 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 Minimum Split (s) 25.0 25.0 24.0 9.0 24.0 Total Split (s) 26.0 26.0 26.0 14.0 26.0 Total Split (%) 39.4% 39.4%39.4% 21.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None Min None None Act Effct Green (s) 16.9 16.9 13.8 13.8 Actuated g/C Ratio 0.39 0.39 0.32 0.32 v/c Ratio 0.04 0.61 0.22 0.51 Control Delay (s/veh) 9.2 12.9 10.3 14.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 9.2 12.9 10.3 14.5 LOS A B B B Approach Delay (s/veh) 12.8 10.3 14.6 Approach LOS B B B Queue Length 50th (ft) 4 77 22 46 Queue Length 95th (ft) 19 153 43 82 Internal Link Dist (ft) 1146 1429 391 582 Turn Bay Length (ft) B - 69 Logan Six Existing Conditions 7: Park Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Base Capacity (vph) 840 1675 1658 2159 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.04 0.51 0.16 0.20 Intersection Summary Area Type: Other Cycle Length: 66 Actuated Cycle Length: 43 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay (s/veh): 12.9 Intersection LOS: B Intersection Capacity Utilization 58.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 7: Park Avenue N & N 3rd Street B - 70 Logan Six Existing Conditions 8: Park Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 44 299 29 35 197 0 0 383 56 Future Volume (vph) 0 0 0 44 299 29 35 197 0 0 383 56 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00 0.95 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 Frt 0.850 0.981 Flt Protected 0.994 0.993 Satd. Flow (prot) 0 0 0 0 5055 1583 0 3514 0 0 3463 0 Flt Permitted 0.994 0.833 Satd. Flow (perm) 0 0 0 0 5053 1563 0 2947 0 0 3463 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)83 21 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1194 1450 662 1307 Travel Time (s) 27.1 33.0 15.0 29.7 Confl. Peds. (#/hr) 1 3 3 1 7 2 2 7 Confl. Bikes (#/hr)1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 373 32 0 252 0 0 477 0 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 2 3 8 4 Permitted Phases 2 2 8 Detector Phase 2 2 2 3 8 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 9.0 26.0 24.0 Total Split (s)30.0 30.0 30.0 19.0 26.0 30.0 Total Split (%)38.0% 38.0% 38.0% 24.1% 32.9% 38.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode Min Min Min None Min Min Act Effct Green (s)8.0 8.0 8.9 8.9 Actuated g/C Ratio 0.30 0.30 0.33 0.33 v/c Ratio 0.24 0.06 0.26 0.41 Control Delay (s/veh)7.9 0.9 7.5 8.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh)7.9 0.9 7.5 8.0 LOS A A A A Approach Delay (s/veh)7.4 7.5 8.0 Approach LOS A A A Queue Length 50th (ft)12 0 11 22 Queue Length 95th (ft)27 3 27 46 Internal Link Dist (ft) 1114 1370 582 1227 B - 71 Logan Six Existing Conditions 8: Park Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft) Base Capacity (vph)4637 1441 2947 3180 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.08 0.02 0.09 0.15 Intersection Summary Area Type: Other Cycle Length: 79 Actuated Cycle Length: 27.1 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay (s/veh): 7.7 Intersection LOS: A Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Park Avenue N & N 4th Street B - 72 Logan Six Existing Conditions 9: Park Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 136 51 75 8 7 0 4 216 2 4 317 35 Future Volume (vph) 136 51 75 8 7 0 4 216 2 4 317 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 100 0 170 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 Frt 0.911 0.999 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 3193 0 1752 1845 0 1752 3501 0 1752 3452 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1752 3193 0 1752 1845 0 1752 3501 0 1749 3452 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 30 30 30 30 Link Distance (ft) 1272 822 1307 1301 Travel Time (s) 28.9 18.7 29.7 29.6 Confl. Peds. (#/hr)1 1 Confl. Bikes (#/hr)2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 146 136 0 9 8 0 4 234 0 4 379 0 Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 27.0 10.0 27.0 9.5 26.0 9.5 26.0 Total Split (s) 25.0 65.0 25.0 35.0 25.0 45.0 25.0 65.0 Total Split (%) 13.9% 36.1% 13.9% 19.4% 13.9% 25.0% 13.9% 36.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 10.0 18.6 5.3 5.0 5.9 12.5 4.8 12.4 Actuated g/C Ratio 0.22 0.42 0.12 0.11 0.13 0.28 0.11 0.28 v/c Ratio 0.37 0.10 0.04 0.03 0.01 0.23 0.02 0.39 Control Delay (s/veh) 19.4 11.7 22.5 22.5 22.0 14.0 23.0 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 19.4 11.7 22.5 22.5 22.0 14.0 23.0 15.4 LOS B B C C C B C B Approach Delay (s/veh) 15.7 22.5 14.2 15.5 B - 73 Logan Six Existing Conditions 9: Park Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS B C B B Queue Length 50th (ft) 28 8 2 2 1 21 1 36 Queue Length 95th (ft) 92 42 15 14 9 60 9 96 Internal Link Dist (ft) 1192 742 1227 1221 Turn Bay Length (ft) 100 100 170 Base Capacity (vph) 816 3170 816 1832 816 3476 816 3427 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.18 0.04 0.01 0.00 0.00 0.07 0.00 0.11 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 44.5 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.39 Intersection Signal Delay (s/veh): 15.4 Intersection LOS: B Intersection Capacity Utilization 32.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Park Avenue N & N 6th Street B - 74 Logan Six Existing Conditions 10: Park Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 63 64 37 75 91 74 20 276 52 72 245 32 Future Volume (vph) 63 64 37 75 91 74 20 276 52 72 245 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 155 0 95 0 125 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.96 0.99 0.99 Frt 0.945 0.933 0.976 0.983 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3313 0 1770 3274 0 1770 3447 0 1770 3455 0 Flt Permitted 0.641 0.676 0.950 0.950 Satd. Flow (perm) 1188 3313 0 1244 3274 0 1712 3447 0 1770 3455 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 39 79 12 6 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1202 1521 1301 849 Travel Time (s) 27.3 34.6 29.6 19.3 Confl. Peds. (#/hr) 2 4 4 2 14 14 Confl. Bikes (#/hr)2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Shared Lane Traffic (%) Lane Group Flow (vph) 67 107 0 80 176 0 21 349 0 77 295 0 Turn Type pm+pt NA pm+pt NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 55.0 35.0 55.0 65.0 85.0 35.0 55.0 Total Split (%) 16.7% 26.2% 16.7% 26.2% 31.0% 40.5% 16.7% 26.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 13.9 8.1 14.1 8.2 7.0 12.4 8.9 20.0 Actuated g/C Ratio 0.28 0.16 0.29 0.17 0.14 0.25 0.18 0.41 v/c Ratio 0.15 0.18 0.17 0.28 0.08 0.39 0.23 0.20 Control Delay (s/veh) 13.1 16.3 13.3 14.8 24.5 19.0 23.5 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 13.1 16.3 13.3 14.8 24.5 19.0 23.5 11.6 LOS B B B B C B C B Approach Delay (s/veh) 15.1 14.4 19.4 14.1 Approach LOS B B B B B - 75 Logan Six Existing Conditions 10: Park Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 13 10 16 14 6 47 21 26 Queue Length 95th (ft) 39 32 45 43 26 93 60 74 Internal Link Dist (ft) 1122 1441 1221 769 Turn Bay Length (ft) 155 95 125 125 Base Capacity (vph) 1138 3076 1138 3043 1751 3447 1138 3205 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.03 0.07 0.06 0.01 0.10 0.07 0.09 Intersection Summary Area Type: Other Cycle Length: 210 Actuated Cycle Length: 49.2 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay (s/veh): 16.0 Intersection LOS: B Intersection Capacity Utilization 39.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Park Avenue N & N 8th Street B - 76 Logan Six Existing Conditions 11: N 3rd Street & South Site Access PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 858 0 0 0 0 Future Volume (vph) 0 858 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 3539 0 0 1863 0 Flt Permitted Satd. Flow (perm) 0 3539 0 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 189 172 235 Travel Time (s) 4.3 3.9 5.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 933 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.1% ICU Level of Service A Analysis Period (min) 15 B - 77 Logan Six Existing Conditions 11: N 3rd Street & South Site Access PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 858 0 0 0 0 Future Vol, veh/h 0 858 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 933 0 0 0 0 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 466 - Stage 1 - - 0 - Stage 2 - - 466 - Critical Hdwy 4.14 - 6.84 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 - 3.52 - Pot Cap-1 Maneuver - - 525 0 Stage 1 - - - 0 Stage 2 - - 598 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 525 - Mov Cap-2 Maneuver - - 525 - Stage 1 - - - - Stage 2 - - 598 - Approach EB SB HCM Control Delay, s/v 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s/veh) 0 - 0 HCM Lane LOS A - A HCM 95th %tile Q(veh) - - - B - 78 Logan Six Existing Conditions 12: North Site Access & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 0 0 0 378 0 0 Future Volume (vph) 0 0 0 378 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.91 0.91 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 0 0 5085 1863 0 Flt Permitted Satd. Flow (perm) 0 0 0 5085 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 120 88 187 Travel Time (s) 2.7 2.0 4.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 411 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 10.6% ICU Level of Service A Analysis Period (min) 15 B - 79 Logan Six Existing Conditions 12: North Site Access & N 4th Street PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 0 0 0 378 0 0 Future Vol, veh/h 0 0 0 378 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 411 0 0 Major/Minor Major2 Minor1 Conflicting Flow All 0 0 164 - Stage 1 - - 0 - Stage 2 - - 164 - Critical Hdwy 5.34 - 5.74 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 6.04 - Follow-up Hdwy 3.12 - 3.82 - Pot Cap-1 Maneuver - - 790 0 Stage 1 - - - 0 Stage 2 - - 779 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 790 - Mov Cap-2 Maneuver - - 790 - Stage 1 - - - - Stage 2 - - 779 - Approach WB NB HCM Control Delay, s/v 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 WBL WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s/veh) 0 0 - HCM Lane LOS A A - HCM 95th %tile Q(veh) - - - B - 80 Logan Six Existing Conditions 13: Burnett Avenue N & Commercial Parking Lot PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 01_Existing.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 5 5 5 33 18 5 Future Volume (vph) 5 5 5 33 18 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.973 Flt Protected 0.976 0.994 Satd. Flow (prot) 1694 0 0 1852 1812 0 Flt Permitted 0.976 0.994 Satd. Flow (perm) 1694 0 0 1852 1812 0 Link Speed (mph) 30 30 30 Link Distance (ft) 195 138 309 Travel Time (s) 4.4 3.1 7.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 10 0 0 41 25 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 16.0% ICU Level of Service A Analysis Period (min) 15 B - 81 Logan Six Existing Conditions 13: Burnett Avenue N & Commercial Parking Lot PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 01_Existing.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 5 5 33 18 5 Future Vol, veh/h 5 5 5 33 18 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 5 36 20 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 69 22 25 0 - 0 Stage 1 22 - - - - - Stage 2 47 - - - - - 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 936 1055 1589 - - - Stage 1 1000 - - - - - Stage 2 976 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 932 1055 1589 - - - Mov Cap-2 Maneuver 932 - - - - - Stage 1 997 - - - - - Stage 2 976 - - - - - Approach EB NB SB HCM Control Delay, s/v 8.68 0.96 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 237 - 990 - - HCM Lane V/C Ratio 0.003 - 0.011 - - HCM Control Delay (s/veh) 7.3 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - B - 82 Logan Six 2026 No-Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 0 5 0 0 0 7 1362 518 28 807 3 Future Volume (vph) 4 0 5 0 0 0 7 1362 518 28 807 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 1687 1509 0 0 0 1687 3374 1509 1687 3370 0 Flt Permitted 0.950 0.325 0.151 Satd. Flow (perm) 0 1685 1487 0 0 0 577 3374 1509 268 3370 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 4 5 0 0 0 7 1449 551 30 862 0 Turn Type Perm NA Perm D.P+P NA custom D.P+P NA Protected Phases 4 1 6 7! 5! 2 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 10.0 23.0 29.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 15.0 65.0 80.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 13.6% 59.1% 72.7% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None None Min Min None Min Act Effct Green (s) 6.3 6.3 48.5 49.9 54.0 47.6 52.6 Actuated g/C Ratio 0.11 0.11 0.86 0.89 0.96 0.85 0.94 v/c Ratio 0.02 0.02 0.01 0.48 0.37 0.07 0.27 Control Delay (s/veh) 32.5 0.2 1.0 3.6 1.6 1.4 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 32.5 0.2 1.0 3.6 1.6 1.4 1.8 LOS C A A A A A A Approach Delay (s/veh) 14.6 3.1 1.9 Approach LOS B A A B - 83 Logan Six 2026 No-Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS B - 84 Logan Six 2026 No-Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 1 0 0 0 0 1 0 Queue Length 95th (ft) 12 0 2 261 100 6 118 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 830 767 722 3105 1465 513 3161 Starvation Cap Reductn 0 0 0 0 0 0 208 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.01 0.01 0.47 0.38 0.06 0.29 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 56.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay (s/veh): 2.7 Intersection LOS: A Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street B - 85 Logan Six 2026 No-Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary B - 86 Logan Six 2026 No-Build Conditions 2: Logan Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 383 39 1197 0 0 551 Future Volume (vph) 383 39 1197 0 0 551 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3273 1509 3374 0 0 3374 Flt Permitted 0.950 Satd. Flow (perm) 3273 1509 3374 0 0 3374 Right Turn on Red Yes Yes Satd. Flow (RTOR) 41 Link Speed (mph) 30 30 30 Link Distance (ft) 120 511 1321 Travel Time (s) 2.7 11.6 30.0 Confl. Peds. (#/hr)2 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 403 41 1260 0 0 580 Turn Type Prot Perm NA NA Protected Phases 3 6 2 Permitted Phases 3 Detector Phase 3 3 6 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 27.0 27.0 23.0 23.0 Total Split (s) 35.0 35.0 55.0 55.0 Total Split (%) 38.9% 38.9% 61.1% 61.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None Min Min Act Effct Green (s) 13.0 13.0 30.0 30.0 Actuated g/C Ratio 0.24 0.24 0.56 0.56 v/c Ratio 0.50 0.10 0.66 0.30 Control Delay (s/veh) 21.5 8.2 10.2 6.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 21.5 8.2 10.2 6.7 LOS C A B A Approach Delay (s/veh) 20.3 10.3 6.7 Approach LOS C B A Queue Length 50th (ft) 55 0 122 43 Queue Length 95th (ft) 121 22 223 82 Internal Link Dist (ft) 40 431 1241 B - 87 Logan Six 2026 No-Build Conditions 2: Logan Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group WBL WBR NBT NBR SBL SBT Turn Bay Length (ft) Base Capacity (vph) 1935 909 3018 3018 Starvation Cap Reductn 0 0 68 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.21 0.05 0.43 0.19 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 53.5 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay (s/veh): 11.3 Intersection LOS: B Intersection Capacity Utilization 52.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Logan Avenue N & N 4th Street B - 88 Logan Six 2026 No-Build Conditions 3: Logan Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 12 9 24 36 8 8 60 946 212 30 485 8 Future Volume (vph) 12 9 24 36 8 8 60 946 212 30 485 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 295 140 0 230 0 135 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.98 0.96 0.98 0.97 0.98 0.96 0.99 0.99 Frt 0.850 0.850 0.850 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1656 1743 1482 1656 1743 1482 1656 1743 1482 1656 3299 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1629 1743 1437 1625 1743 1440 1628 1743 1422 1645 3299 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1173 1272 1321 1309 Travel Time (s) 26.7 28.9 30.0 29.8 Confl. Peds. (#/hr) 10 12 12 10 15 19 19 15 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% Shared Lane Traffic (%) Lane Group Flow (vph) 13 10 26 39 9 9 65 1028 230 33 536 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 28.0 28.0 10.0 27.0 27.0 10.0 29.0 29.0 10.0 30.0 Total Split (s) 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 Total Split (%) 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min Min None Min Min None Min Act Effct Green (s) 6.3 6.2 6.2 7.2 11.1 11.1 8.1 31.4 31.4 7.0 28.1 Actuated g/C Ratio 0.11 0.10 0.10 0.12 0.19 0.19 0.14 0.53 0.53 0.12 0.48 v/c Ratio 0.07 0.05 0.10 0.19 0.02 0.02 0.28 1.11 0.28 0.16 0.34 Control Delay (s/veh) 30.6 30.6 0.8 30.2 24.5 0.1 30.0 86.4 8.0 30.3 14.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 30.6 30.6 0.8 30.2 24.5 0.1 30.0 86.4 8.0 30.3 14.2 LOS C C A C C A C F A C B Approach Delay (s/veh) 14.9 24.6 70.0 15.2 Approach LOS B C E B B - 89 Logan Six 2026 No-Build Conditions 3: Logan Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 4 3 0 12 2 0 21 ~431 20 11 81 Queue Length 95th (ft) 22 18 0 44 17 0 62 #895 87 39 138 Internal Link Dist (ft) 1093 1192 1241 1229 Turn Bay Length (ft) 250 295 140 230 135 Base Capacity (vph) 586 925 814 586 925 815 586 925 806 586 1752 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.01 0.03 0.07 0.01 0.01 0.11 1.11 0.29 0.06 0.31 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 59.1 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay (s/veh): 51.8 Intersection LOS: D Intersection Capacity Utilization 74.6% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Logan Avenue N & N 6th Street B - 90 Logan Six 2026 No-Build Conditions 4: Logan Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 8 8 50 6 17 23 869 60 5 476 18 Future Volume (vph) 9 8 8 50 6 17 23 869 60 5 476 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 105 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 0.92 0.93 0.93 0.95 0.99 0.99 0.99 Frt 0.850 0.887 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1687 3374 1509 1687 2810 0 1687 1753 0 1687 1758 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1587 3374 1395 1578 2810 0 1604 1753 0 1672 1758 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 116 18 3 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1154 1202 1309 1978 Travel Time (s) 26.2 27.3 29.8 45.0 Confl. Peds. (#/hr) 19 32 32 19 63 23 23 63 Confl. Bikes (#/hr)1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 9 8 8 52 24 0 24 968 0 5 515 0 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 Detector Phase 5 2 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 24.0 24.0 11.0 25.0 10.0 30.0 10.0 28.0 Total Split (s) 26.0 36.0 36.0 26.0 36.0 25.0 35.0 25.0 35.0 Total Split (%) 21.3% 29.5% 29.5% 21.3% 29.5% 20.5% 28.7% 20.5% 28.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min None Min None Min Act Effct Green (s) 5.2 5.2 5.2 6.2 10.2 5.5 33.1 5.2 31.1 Actuated g/C Ratio 0.09 0.09 0.09 0.11 0.18 0.09 0.57 0.09 0.53 v/c Ratio 0.05 0.02 0.03 0.29 0.04 0.15 0.96 0.03 0.54 Control Delay (s/veh) 30.7 30.1 0.2 32.0 15.0 31.4 40.0 30.6 15.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 30.7 30.1 0.2 32.0 15.0 31.4 40.0 30.6 15.1 LOS C C A C B C D C B Approach Delay (s/veh) 20.8 26.7 39.8 15.3 B - 91 Logan Six 2026 No-Build Conditions 4: Logan Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS C C D B Queue Length 50th (ft) 3 1 0 17 1 8 ~383 2 109 Queue Length 95th (ft) 17 8 0 52 11 31 #776 12 290 Internal Link Dist (ft) 1074 1122 1229 1898 Turn Bay Length (ft) 105 Base Capacity (vph) 601 1805 800 601 1511 601 999 601 940 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.00 0.01 0.09 0.02 0.04 0.97 0.01 0.55 Intersection Summary Area Type: Other Cycle Length: 122 Actuated Cycle Length: 58.2 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay (s/veh): 31.0 Intersection LOS: C Intersection Capacity Utilization 71.1% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Logan Avenue N & N 8th Street B - 92 Logan Six 2026 No-Build Conditions 5: Burnett Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 484 27 0 0 0 0 20 7 1 7 0 Future Volume (vph) 5 484 27 0 0 0 0 20 7 1 7 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.964 Flt Protected 0.999 0.994 Satd. Flow (prot) 0 3407 0 0 0 0 0 1744 0 0 1799 0 Flt Permitted 0.999 0.994 Satd. Flow (perm) 0 3407 0 0 0 0 0 1744 0 0 1799 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 172 1226 390 138 Travel Time (s) 3.9 27.9 8.9 3.1 Confl. Peds. (#/hr) 1 1 1 1 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 0 574 0 0 0 0 0 30 0 0 9 0 Sign Control Free Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.0% ICU Level of Service A Analysis Period (min) 15 B - 93 Logan Six 2026 No-Build Conditions 5: Burnett Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 484 27 0 0 0 0 20 7 1 7 0 Future Vol, veh/h 5 484 27 0 0 0 0 20 7 1 7 0 Conflicting Peds, #/hr 1 0 1 1 0 1 1 0 0 0 0 1 Sign Control Free Free Free Stop Stop Stop 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 6 538 30 0 0 0 0 22 8 1 8 0 Major/Minor Major1 Minor1 Minor2 Conflicting Flow All 1 0 0 - 566 285 292 581 - Stage 1 - - - - 565 - 1 1 - Stage 2 - - - - 1 - 291 580 - Critical Hdwy 4.2 - - - 6.6 7 7.6 6.6 - Critical Hdwy Stg 1 - - - - 5.6 - - - - Critical Hdwy Stg 2 - - - - - - 6.6 5.6 - Follow-up Hdwy 2.25 - - - 4.05 3.35 3.55 4.05 - Pot Cap-1 Maneuver 1599 - - 0 426 703 630 417 0 Stage 1 - - - 0 499 - - - 0 Stage 2 - - - 0 - - 684 491 0 Platoon blocked, % - - Mov Cap-1 Maneuver 1597 - - - 423 702 587 415 - Mov Cap-2 Maneuver - - - - 423 - 587 415 - Stage 1 - - - - 496 - - - - Stage 2 - - - - - - 644 489 - Approach EB NB SB HCM Control Delay, s/v 0.1 13.15 13.53 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBRSBLn1 Capacity (veh/h) 472 32 - - 431 HCM Lane V/C Ratio 0.064 0.003 - - 0.021 HCM Control Delay (s/veh) 13.1 7.3 0 - 13.5 HCM Lane LOS B A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 B - 94 Logan Six 2026 No-Build Conditions 6: Burnett Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 8 432 5 25 8 0 0 5 8 Future Volume (vph) 0 0 0 8 432 5 25 8 0 0 5 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.917 Flt Protected 0.950 0.963 Satd. Flow (prot) 0 0 0 1703 3406 1524 0 1726 0 0 1644 0 Flt Permitted 0.950 0.963 Satd. Flow (perm) 0 0 0 1703 3406 1524 0 1726 0 0 1644 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 88 1194 309 762 Travel Time (s) 2.0 27.1 7.0 17.3 Confl. Peds. (#/hr) 2 2 1 1 Confl. Bikes (#/hr) 2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 8 450 5 0 34 0 0 13 0 Sign Control Stop Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.2% ICU Level of Service A Analysis Period (min) 15 B - 95 Logan Six 2026 No-Build Conditions 6: Burnett Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn 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 0 0 8 432 5 25 8 0 0 5 8 Future Vol, veh/h 0 0 0 8 432 5 25 8 0 0 5 8 Conflicting Peds, #/hr 0 0 2 2 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6 Mvmt Flow 0 0 0 8 450 5 26 8 0 0 5 8 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 2 0 0 246 474 - - 469 225 Stage 1 - - - 2 2 - - 467 - Stage 2 - - - 244 472 - - 2 - Critical Hdwy 4.22 - - 7.62 6.62 - - 6.62 7.02 Critical Hdwy Stg 1 - - - - - - - 5.62 - Critical Hdwy Stg 2 - - - 6.62 5.62 - - - - Follow-up Hdwy 2.26 - - 3.56 4.06 - - 4.06 3.36 Pot Cap-1 Maneuver 1590 - - 677 479 0 0 482 766 Stage 1 - - - - - 0 0 550 - Stage 2 - - - 726 547 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 1587 - - 657 475 - - 479 766 Mov Cap-2 Maneuver - - - 657 475 - - 479 - Stage 1 - - - - - - - 547 - Stage 2 - - - 708 545 - - - - Approach WB NB SB HCM Control Delay, s/v 0.13 11.35 10.91 HCM LOS B B Minor Lane/Major Mvmt NBLn1 WBL WBT WBRSBLn1 Capacity (veh/h) 601 1587 - - 622 HCM Lane V/C Ratio 0.057 0.005 - - 0.022 HCM Control Delay (s/veh) 11.3 7.3 - - 10.9 HCM Lane LOS B A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 B - 96 Logan Six 2026 No-Build Conditions 7: Park Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 47 440 10 0 0 0 0 444 65 103 91 0 Future Volume (vph) 47 440 10 0 0 0 0 444 65 103 91 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.98 0.99 0.99 0.99 Frt 0.997 0.981 Flt Protected 0.950 0.974 Satd. Flow (prot) 1736 3460 0 0 0 0 0 3395 0 0 3381 0 Flt Permitted 0.950 0.627 Satd. Flow (perm) 1712 3460 0 0 0 0 0 3395 0 0 2172 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 25 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1226 1509 471 662 Travel Time (s) 27.9 34.3 10.7 15.0 Confl. Peds. (#/hr) 13 2 2 13 7 9 9 7 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 55 524 0 0 0 0 0 592 0 0 226 0 Turn Type Perm NA NA pm+pt NA Protected Phases 6 8 7 4 Permitted Phases 6 4 Detector Phase 6 6 8 7 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 Minimum Split (s) 25.0 25.0 24.0 9.0 24.0 Total Split (s) 26.0 26.0 26.0 14.0 26.0 Total Split (%) 39.4% 39.4%39.4% 21.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None Min None None Act Effct Green (s) 12.7 12.7 13.3 13.3 Actuated g/C Ratio 0.33 0.33 0.35 0.35 v/c Ratio 0.09 0.45 0.49 0.29 Control Delay (s/veh) 10.0 11.8 11.2 10.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 10.0 11.8 11.2 10.7 LOS B B B B Approach Delay (s/veh) 11.7 11.3 10.7 Approach LOS B B B Queue Length 50th (ft) 7 41 44 16 Queue Length 95th (ft) 26 84 88 40 Internal Link Dist (ft) 1146 1429 391 582 B - 97 Logan Six 2026 No-Build Conditions 7: Park Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft) Base Capacity (vph) 914 1850 1825 1929 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.06 0.28 0.32 0.12 Intersection Summary Area Type: Other Cycle Length: 66 Actuated Cycle Length: 38.4 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay (s/veh): 11.3 Intersection LOS: B Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: Park Avenue N & N 3rd Street B - 98 Logan Six 2026 No-Build Conditions 8: Park Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 83 375 71 25 462 0 0 112 34 Future Volume (vph) 0 0 0 83 375 71 25 462 0 0 112 34 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00 0.95 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.98 0.98 0.99 0.99 Frt 0.850 0.965 Flt Protected 0.991 0.997 Satd. Flow (prot) 0 0 0 0 4896 1538 0 3428 0 0 3295 0 Flt Permitted 0.991 0.932 Satd. Flow (perm) 0 0 0 0 4845 1514 0 3202 0 0 3295 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)90 43 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1194 1450 662 1307 Travel Time (s) 27.1 33.0 15.0 29.7 Confl. Peds. (#/hr) 4 58 58 4 14 8 8 14 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 580 90 0 617 0 0 185 0 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 2 3 8 4 Permitted Phases 2 2 8 Detector Phase 2 2 2 3 8 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 9.0 26.0 24.0 Total Split (s)30.0 30.0 30.0 19.0 26.0 30.0 Total Split (%)38.0% 38.0% 38.0% 24.1% 32.9% 38.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode Min Min Min None Min Min Act Effct Green (s)11.6 11.6 12.9 12.9 Actuated g/C Ratio 0.33 0.33 0.37 0.37 v/c Ratio 0.35 0.15 0.52 0.14 Control Delay (s/veh)9.8 3.7 10.6 6.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh)9.8 3.7 10.6 6.3 LOS A A B A Approach Delay (s/veh)9.0 10.6 6.4 Approach LOS A B A Queue Length 50th (ft)27 0 43 8 Queue Length 95th (ft)49 15 75 21 Internal Link Dist (ft) 1114 1370 582 1227 B - 99 Logan Six 2026 No-Build Conditions 8: Park Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft) Base Capacity (vph)3607 1150 3196 2464 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.16 0.08 0.19 0.08 Intersection Summary Area Type: Other Cycle Length: 79 Actuated Cycle Length: 34.8 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay (s/veh): 9.4 Intersection LOS: A Intersection Capacity Utilization 48.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Park Avenue N & N 4th Street B - 100 Logan Six 2026 No-Build Conditions 9: Park Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 99 37 24 5 26 4 70 498 5 3 115 75 Future Volume (vph) 99 37 24 5 26 4 70 498 5 3 115 75 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 100 0 170 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Frt 0.941 0.981 0.999 0.941 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1719 3217 0 1719 1768 0 1719 3434 0 1719 3210 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1691 3217 0 1715 1768 0 1709 3434 0 1717 3210 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 30 30 30 30 Link Distance (ft) 1272 822 1307 1301 Travel Time (s) 28.9 18.7 29.7 29.6 Confl. Peds. (#/hr) 7 1 1 7 3 1 1 3 Confl. Bikes (#/hr)2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 106 66 0 5 32 0 75 540 0 3 205 0 Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 27.0 10.0 27.0 9.5 26.0 9.5 26.0 Total Split (s) 25.0 65.0 25.0 35.0 25.0 45.0 25.0 65.0 Total Split (%) 13.9% 36.1% 13.9% 19.4% 13.9% 25.0% 13.9% 36.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 9.5 15.5 5.6 6.3 8.9 21.8 5.2 13.1 Actuated g/C Ratio 0.18 0.30 0.11 0.12 0.17 0.42 0.10 0.25 v/c Ratio 0.33 0.06 0.02 0.14 0.25 0.37 0.01 0.25 Control Delay (s/veh) 25.2 15.8 27.8 27.0 25.0 12.8 28.0 20.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 25.2 15.8 27.8 27.0 25.0 12.8 28.0 20.2 LOS C B C C C B C C Approach Delay (s/veh) 21.6 27.2 14.3 20.3 B - 101 Logan Six 2026 No-Build Conditions 9: Park Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS C C B C Queue Length 50th (ft) 30 6 2 9 21 55 1 29 Queue Length 95th (ft) 82 26 12 37 64 137 9 64 Internal Link Dist (ft) 1192 742 1227 1221 Turn Bay Length (ft) 100 100 170 Base Capacity (vph) 746 3125 746 1717 746 3336 746 3118 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.02 0.01 0.02 0.10 0.16 0.00 0.07 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 51.4 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.37 Intersection Signal Delay (s/veh): 17.2 Intersection LOS: B Intersection Capacity Utilization 42.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Park Avenue N & N 6th Street B - 102 Logan Six 2026 No-Build Conditions 10: Park Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 51 7 35 55 37 10 555 125 24 183 9 Future Volume (vph) 25 51 7 35 55 37 10 555 125 24 183 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 155 0 95 0 125 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.99 0.99 Frt 0.982 0.939 0.973 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 3399 0 1736 3259 0 1736 3353 0 1736 3441 0 Flt Permitted 0.686 0.602 0.950 0.950 Satd. Flow (perm) 1253 3399 0 1089 3259 0 1704 3353 0 1719 3441 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 7 42 15 2 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1202 1521 1301 849 Travel Time (s) 27.3 34.6 29.6 19.3 Confl. Peds. (#/hr) 3 3 7 8 8 7 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 28 65 0 39 104 0 11 764 0 27 216 0 Turn Type pm+pt NA pm+pt NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 55.0 35.0 55.0 65.0 85.0 35.0 55.0 Total Split (%) 16.7% 26.2% 16.7% 26.2% 31.0% 40.5% 16.7% 26.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 11.3 7.8 12.7 10.3 6.9 21.1 7.6 23.1 Actuated g/C Ratio 0.23 0.16 0.26 0.21 0.14 0.43 0.16 0.47 v/c Ratio 0.07 0.11 0.10 0.14 0.04 0.52 0.10 0.13 Control Delay (s/veh) 16.6 23.4 16.5 16.1 27.8 13.7 26.9 9.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 16.6 23.4 16.5 16.1 27.8 13.7 26.9 9.1 LOS B C B B C B C A Approach Delay (s/veh) 21.4 16.3 14.0 11.1 Approach LOS C B B B B - 103 Logan Six 2026 No-Build Conditions 10: Park Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 5 7 7 5 3 75 7 17 Queue Length 95th (ft) 26 30 33 34 19 185 33 51 Internal Link Dist (ft) 1122 1441 1221 769 Turn Bay Length (ft) 155 95 125 125 Base Capacity (vph) 1188 3039 1188 2918 1653 3353 1188 3076 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.02 0.03 0.04 0.01 0.23 0.02 0.07 Intersection Summary Area Type: Other Cycle Length: 210 Actuated Cycle Length: 49 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay (s/veh): 14.2 Intersection LOS: B Intersection Capacity Utilization 36.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Park Avenue N & N 8th Street B - 104 Logan Six 2026 No-Build Conditions 11: N 3rd Street & South Site Access AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 517 0 0 0 0 Future Volume (vph) 0 517 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 3539 0 0 1863 0 Flt Permitted Satd. Flow (perm) 0 3539 0 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 189 172 235 Travel Time (s) 4.3 3.9 5.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 562 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.6% ICU Level of Service A Analysis Period (min) 15 B - 105 Logan Six 2026 No-Build Conditions 11: N 3rd Street & South Site Access AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 517 0 0 0 0 Future Vol, veh/h 0 517 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 562 0 0 0 0 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 281 - Stage 1 - - 0 - Stage 2 - - 281 - Critical Hdwy 4.14 - 6.84 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 - 3.52 - Pot Cap-1 Maneuver - - 686 0 Stage 1 - - - 0 Stage 2 - - 741 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 686 - Mov Cap-2 Maneuver - - 686 - Stage 1 - - - - Stage 2 - - 741 - Approach EB SB HCM Control Delay, s/v 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s/veh) 0 - 0 HCM Lane LOS A - A HCM 95th %tile Q(veh) - - - B - 106 Logan Six 2026 No-Build Conditions 12: North Site Access & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 0 0 0 473 0 0 Future Volume (vph) 0 0 0 473 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.91 0.91 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 0 0 5085 1863 0 Flt Permitted Satd. Flow (perm) 0 0 0 5085 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 120 88 187 Travel Time (s) 2.7 2.0 4.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 514 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 12.5% ICU Level of Service A Analysis Period (min) 15 B - 107 Logan Six 2026 No-Build Conditions 12: North Site Access & N 4th Street AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 0 0 0 473 0 0 Future Vol, veh/h 0 0 0 473 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 514 0 0 Major/Minor Major2 Minor1 Conflicting Flow All 0 0 206 - Stage 1 - - 0 - Stage 2 - - 206 - Critical Hdwy 5.34 - 5.74 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 6.04 - Follow-up Hdwy 3.12 - 3.82 - Pot Cap-1 Maneuver - - 756 0 Stage 1 - - - 0 Stage 2 - - 743 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 756 - Mov Cap-2 Maneuver - - 756 - Stage 1 - - - - Stage 2 - - 743 - Approach WB NB HCM Control Delay, s/v 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 WBL WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s/veh) 0 0 - HCM Lane LOS A A - HCM 95th %tile Q(veh) - - - B - 108 Logan Six 2026 No-Build Conditions 13: Burnett Avenue N & Commercial Parking Lot AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 5 5 5 25 8 5 Future Volume (vph) 5 5 5 25 8 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.952 Flt Protected 0.976 0.992 Satd. Flow (prot) 1694 0 0 1848 1773 0 Flt Permitted 0.976 0.992 Satd. Flow (perm) 1694 0 0 1848 1773 0 Link Speed (mph) 30 30 30 Link Distance (ft) 195 138 309 Travel Time (s) 4.4 3.1 7.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 10 0 0 32 14 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.6% ICU Level of Service A Analysis Period (min) 15 B - 109 Logan Six 2026 No-Build Conditions 13: Burnett Avenue N & Commercial Parking Lot AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 5 5 25 8 5 Future Vol, veh/h 5 5 5 25 8 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 5 27 9 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 49 11 14 0 - 0 Stage 1 11 - - - - - Stage 2 38 - - - - - 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 960 1069 1604 - - - Stage 1 1011 - - - - - Stage 2 984 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 956 1069 1604 - - - Mov Cap-2 Maneuver 956 - - - - - Stage 1 1008 - - - - - Stage 2 984 - - - - - Approach EB NB SB HCM Control Delay, s/v 8.6 1.21 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 300 - 1010 - - HCM Lane V/C Ratio 0.003 - 0.011 - - HCM Control Delay (s/veh) 7.3 0 8.6 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - B - 110 Logan Six 2026 No-Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 11 26 0 0 0 33 996 926 69 1257 5 Future Volume (vph) 3 11 26 0 0 0 33 996 926 69 1257 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.989 0.950 0.950 Satd. Flow (prot) 0 1842 1583 0 0 0 1770 3539 1583 1770 3535 0 Flt Permitted 0.989 0.171 0.245 Satd. Flow (perm) 0 1842 1554 0 0 0 318 3539 1583 456 3535 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 5 5 1 10 10 1 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 Shared Lane Traffic (%) Lane Group Flow (vph) 0 14 27 0 0 0 34 1027 955 71 1301 0 Turn Type Perm NA Perm D.P+P NA custom D.P+P NA Protected Phases 4 1 6 7! 5! 2 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 10.0 23.0 29.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 15.0 65.0 80.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 13.6% 59.1% 72.7% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None None Min None None Min Act Effct Green (s) 6.6 6.6 45.1 40.7 50.5 43.8 44.9 Actuated g/C Ratio 0.11 0.11 0.76 0.69 0.86 0.74 0.76 v/c Ratio 0.06 0.11 0.08 0.42 0.70 0.14 0.48 Control Delay (s/veh) 31.8 1.4 2.6 7.0 7.7 2.8 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 31.8 1.4 2.6 7.0 7.7 2.8 7.0 LOS C A A A A A A Approach Delay (s/veh) 11.8 7.3 6.8 Approach LOS B A A Queue Length 50th (ft) 5 0 2 112 169 5 157 B - 111 Logan Six 2026 No-Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 23.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) B - 112 Logan Six 2026 No-Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 95th (ft) 24 3 7 162 345 13 221 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 844 750 520 3256 1551 602 3253 Starvation Cap Reductn 0 0 0 0 0 0 156 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.04 0.07 0.32 0.62 0.12 0.42 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 59 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay (s/veh): 7.2 Intersection LOS: A Intersection Capacity Utilization 81.6% ICU Level of Service D Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street B - 113 Logan Six 2026 No-Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group Ø3 Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary B - 114 Logan Six 2026 No-Build Conditions 2: Logan Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 374 51 1043 0 0 1153 Future Volume (vph) 374 51 1043 0 0 1153 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3433 1583 3539 0 0 3539 Flt Permitted 0.950 Satd. Flow (perm) 3433 1583 3539 0 0 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) 53 Link Speed (mph) 30 30 30 Link Distance (ft) 120 511 1321 Travel Time (s) 2.7 11.6 30.0 Confl. Peds. (#/hr)3 3 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Shared Lane Traffic (%) Lane Group Flow (vph) 386 53 1075 0 0 1189 Turn Type Prot Perm NA NA Protected Phases 3 6 2 Permitted Phases 3 Detector Phase 3 3 6 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 27.0 27.0 23.0 23.0 Total Split (s) 35.0 35.0 55.0 55.0 Total Split (%) 38.9% 38.9% 61.1% 61.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None Min Min Act Effct Green (s) 11.7 11.7 25.9 25.9 Actuated g/C Ratio 0.24 0.24 0.54 0.54 v/c Ratio 0.46 0.12 0.56 0.62 Control Delay (s/veh) 18.6 6.9 8.6 9.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 18.6 6.9 8.6 9.3 LOS B A A A Approach Delay (s/veh) 17.3 8.6 9.3 Approach LOS B A A Queue Length 50th (ft) 45 0 86 100 Queue Length 95th (ft) 100 23 160 186 Internal Link Dist (ft) 40 431 1241 Turn Bay Length (ft) B - 115 Logan Six 2026 No-Build Conditions 2: Logan Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group WBL WBR NBT NBR SBL SBT Base Capacity (vph) 2234 1049 3349 3349 Starvation Cap Reductn 0 0 32 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.17 0.05 0.32 0.36 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 48 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay (s/veh): 10.3 Intersection LOS: B Intersection Capacity Utilization 50.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Logan Avenue N & N 4th Street B - 116 Logan Six 2026 No-Build Conditions 3: Logan Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 13 17 65 68 2 44 28 915 139 13 1024 7 Future Volume (vph) 13 17 65 68 2 44 28 915 139 13 1024 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 295 140 0 230 0 135 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 0.98 0.98 0.99 0.96 0.99 0.99 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 1845 1568 1752 1845 1568 1752 1845 1568 1752 3500 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1744 1845 1523 1731 1845 1540 1746 1845 1517 1742 3500 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1173 1272 1321 1309 Travel Time (s) 26.7 28.9 30.0 29.8 Confl. Peds. (#/hr) 3 8 8 3 7 14 14 7 Confl. Bikes (#/hr) 5 1 4 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 13 17 66 69 2 45 29 934 142 13 1052 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 28.0 28.0 10.0 27.0 27.0 10.0 29.0 29.0 10.0 30.0 Total Split (s) 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 Total Split (%) 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min Min None Min Min None Min Act Effct Green (s) 6.3 6.4 6.4 8.2 12.0 12.0 6.9 33.7 33.7 6.3 31.5 Actuated g/C Ratio 0.11 0.11 0.11 0.14 0.20 0.20 0.12 0.56 0.56 0.11 0.53 v/c Ratio 0.07 0.08 0.25 0.28 0.00 0.11 0.14 0.90 0.15 0.07 0.57 Control Delay (s/veh) 31.3 31.2 5.0 30.6 24.0 0.5 31.0 29.8 4.6 31.3 14.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 31.3 31.2 5.0 30.6 24.0 0.5 31.0 29.8 4.6 31.3 14.7 LOS C C A C C A C C A C B Approach Delay (s/veh) 13.3 18.8 26.6 15.0 B - 117 Logan Six 2026 No-Build Conditions 3: Logan Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS B B C B Queue Length 50th (ft) 4 6 0 23 1 0 10 ~307 6 4 128 Queue Length 95th (ft) 22 26 15 67 7 0 37 #782 42 22 298 Internal Link Dist (ft) 1093 1192 1241 1229 Turn Bay Length (ft) 250 295 140 230 135 Base Capacity (vph) 613 968 851 613 968 860 613 1036 900 613 1837 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.02 0.08 0.11 0.00 0.05 0.05 0.90 0.16 0.02 0.57 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 60 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay (s/veh): 20.5 Intersection LOS: C Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Logan Avenue N & N 6th Street B - 118 Logan Six 2026 No-Build Conditions 4: Logan Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 18 11 18 110 5 55 7 839 139 22 953 2 Future Volume (vph) 18 11 18 110 5 55 7 839 139 22 953 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 105 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.97 0.96 0.97 0.95 0.98 0.99 0.98 0.99 Frt 0.850 0.862 0.979 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 1770 2915 0 1770 1809 0 1770 1862 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1723 3539 1530 1731 2915 0 1749 1809 0 1751 1862 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 116 58 6 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1154 1202 1309 1978 Travel Time (s) 26.2 27.3 29.8 45.0 Confl. Peds. (#/hr) 9 11 11 9 30 30 30 30 Confl. Bikes (#/hr)1 12 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 Shared Lane Traffic (%) Lane Group Flow (vph) 19 12 19 116 63 0 7 1029 0 23 1005 0 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 Detector Phase 5 2 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 24.0 24.0 11.0 25.0 10.0 30.0 10.0 28.0 Total Split (s) 26.0 36.0 36.0 26.0 36.0 25.0 35.0 25.0 35.0 Total Split (%) 21.3% 29.5% 29.5% 21.3% 29.5% 20.5% 28.7% 20.5% 28.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min None Min None Min Act Effct Green (s) 5.4 5.2 5.2 8.2 14.5 5.2 31.0 5.5 33.0 Actuated g/C Ratio 0.09 0.08 0.08 0.13 0.23 0.08 0.50 0.09 0.53 v/c Ratio 0.12 0.04 0.08 0.50 0.08 0.04 1.14 0.14 1.02 Control Delay (s/veh) 32.8 31.7 0.6 35.5 9.1 32.4 100.3 32.9 54.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 32.8 31.7 0.6 35.5 9.1 32.4 100.3 32.9 54.8 LOS C C A D A C F C D Approach Delay (s/veh) 20.3 26.3 99.9 54.3 Approach LOS C C F D B - 119 Logan Six 2026 No-Build Conditions 4: Logan Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 7 2 0 40 0 2 ~447 8 ~417 Queue Length 95th (ft) 28 11 0 97 17 15 #899 32 #836 Internal Link Dist (ft) 1074 1122 1229 1898 Turn Bay Length (ft) 105 Base Capacity (vph) 584 1753 816 584 1473 584 899 584 982 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.01 0.02 0.20 0.04 0.01 1.14 0.04 1.02 Intersection Summary Area Type: Other Cycle Length: 122 Actuated Cycle Length: 62.5 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay (s/veh): 72.0 Intersection LOS: E Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Logan Avenue N & N 8th Street B - 120 Logan Six 2026 No-Build Conditions 5: Burnett Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 855 27 0 0 0 0 28 27 13 6 0 Future Volume (vph) 7 855 27 0 0 0 0 28 27 13 6 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.995 0.934 Flt Protected 0.968 Satd. Flow (prot) 0 3522 0 0 0 0 0 1740 0 0 1803 0 Flt Permitted 0.968 Satd. Flow (perm) 0 3522 0 0 0 0 0 1740 0 0 1803 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 172 1226 390 138 Travel Time (s) 3.9 27.9 8.9 3.1 Confl. Peds. (#/hr) 5 2 2 5 21 21 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 966 0 0 0 0 0 59 0 0 21 0 Sign Control Free Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 45.2% ICU Level of Service A Analysis Period (min) 15 B - 121 Logan Six 2026 No-Build Conditions 5: Burnett Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 855 27 0 0 0 0 28 27 13 6 0 Future Vol, veh/h 7 855 27 0 0 0 0 28 27 13 6 0 Conflicting Peds, #/hr 5 0 2 2 0 5 21 0 0 0 0 21 Sign Control Free Free Free Stop Stop Stop 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 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 929 29 0 0 0 0 30 29 14 7 0 Major/Minor Major1 Minor1 Minor2 Conflicting Flow All 5 0 0 - 966 481 500 981 - Stage 1 - - - - 961 - 5 5 - Stage 2 - - - - 5 - 495 976 - Critical Hdwy 4.14 - - - 6.54 6.94 7.54 6.54 - Critical Hdwy Stg 1 - - - - 5.54 - - - - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - Follow-up Hdwy 2.22 - - - 4.02 3.32 3.52 4.02 - Pot Cap-1 Maneuver 1615 - - 0 253 531 454 248 0 Stage 1 - - - 0 333 - - - 0 Stage 2 - - - 0 - - 525 327 0 Platoon blocked, % - - Mov Cap-1 Maneuver 1607 - - - 250 530 372 245 - Mov Cap-2 Maneuver - - - - 250 - 372 245 - Stage 1 - - - - 330 - - - - Stage 2 - - - - - - 447 325 - Approach EB NB SB HCM Control Delay, s/v 0.1 17.96 17.03 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBRSBLn1 Capacity (veh/h) 337 27 - - 320 HCM Lane V/C Ratio 0.177 0.005 - - 0.065 HCM Control Delay (s/veh) 18 7.3 0 - 17 HCM Lane LOS C A A - C HCM 95th %tile Q(veh) 0.6 0 - - 0.2 B - 122 Logan Six 2026 No-Build Conditions 6: Burnett Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 3 394 2 15 12 0 0 12 8 Future Volume (vph) 0 0 0 3 394 2 15 12 0 0 12 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.945 Flt Protected 0.950 0.972 Satd. Flow (prot) 0 0 0 1770 3539 1583 0 1811 0 0 1760 0 Flt Permitted 0.950 0.972 Satd. Flow (perm) 0 0 0 1770 3539 1583 0 1811 0 0 1760 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 88 1194 309 762 Travel Time (s) 2.0 27.1 7.0 17.3 Confl. Peds. (#/hr)1 1 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 3 443 2 0 30 0 0 22 0 Sign Control Stop Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 25.9% ICU Level of Service A Analysis Period (min) 15 B - 123 Logan Six 2026 No-Build Conditions 6: Burnett Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn 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 0 0 3 394 2 15 12 0 0 12 8 Future Vol, veh/h 0 0 0 3 394 2 15 12 0 0 12 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 3 443 2 17 13 0 0 13 9 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 235 452 - - 449 221 Stage 1 - - - 0 0 - - 449 - Stage 2 - - - 235 452 - - 0 - Critical Hdwy 4.14 - - 7.54 6.54 - - 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - - - - Follow-up Hdwy 2.22 - - 3.52 4.02 - - 4.02 3.32 Pot Cap-1 Maneuver - - - 700 502 0 0 503 782 Stage 1 - - - - - 0 0 570 - Stage 2 - - - 747 569 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 673 502 - - 503 782 Mov Cap-2 Maneuver - - - 673 502 - - 503 - Stage 1 - - - - - - - 570 - Stage 2 - - - 721 569 - - - - Approach WB NB SB HCM Control Delay, s/v 11.49 11.38 HCM LOS B B Minor Lane/Major Mvmt NBLn1 WBL WBT WBRSBLn1 Capacity (veh/h) 585 - - - 587 HCM Lane V/C Ratio 0.052 - - - 0.038 HCM Control Delay (s/veh) 11.5 - - - 11.4 HCM Lane LOS B - - - B HCM 95th %tile Q(veh) 0.2 - - - 0.1 B - 124 Logan Six 2026 No-Build Conditions 7: Park Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 48 841 33 0 0 0 0 257 38 172 414 0 Future Volume (vph) 48 841 33 0 0 0 0 257 38 172 414 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.99 0.99 0.99 0.99 Frt 0.994 0.981 Flt Protected 0.950 0.986 Satd. Flow (prot) 1770 3516 0 0 0 0 0 3466 0 0 3490 0 Flt Permitted 0.950 0.764 Satd. Flow (perm) 1768 3516 0 0 0 0 0 3466 0 0 2703 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 6 25 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1226 1509 471 662 Travel Time (s) 27.9 34.3 10.7 15.0 Confl. Peds. (#/hr) 1 2 2 1 5 2 2 5 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 Shared Lane Traffic (%) Lane Group Flow (vph) 49 901 0 0 0 0 0 304 0 0 604 0 Turn Type Perm NA NA pm+pt NA Protected Phases 6 8 7 4 Permitted Phases 6 4 Detector Phase 6 6 8 7 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 Minimum Split (s) 25.0 25.0 24.0 9.0 24.0 Total Split (s) 26.0 26.0 26.0 14.0 26.0 Total Split (%) 39.4% 39.4%39.4% 21.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None Min None None Act Effct Green (s) 18.3 18.3 16.7 16.7 Actuated g/C Ratio 0.39 0.39 0.35 0.35 v/c Ratio 0.07 0.65 0.24 0.63 Control Delay (s/veh) 10.2 14.9 10.5 16.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 10.2 14.9 10.5 16.3 LOS B B B B Approach Delay (s/veh) 14.7 10.6 16.3 Approach LOS B B B Queue Length 50th (ft) 8 103 28 74 Queue Length 95th (ft) 26 168 51 116 Internal Link Dist (ft) 1146 1429 391 582 Turn Bay Length (ft) B - 125 Logan Six 2026 No-Build Conditions 7: Park Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Base Capacity (vph) 763 1521 1510 1983 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.06 0.59 0.20 0.30 Intersection Summary Area Type: Other Cycle Length: 66 Actuated Cycle Length: 47.2 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay (s/veh): 14.6 Intersection LOS: B Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 7: Park Avenue N & N 3rd Street B - 126 Logan Six 2026 No-Build Conditions 8: Park Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 47 317 39 37 254 0 0 539 75 Future Volume (vph) 0 0 0 47 317 39 37 254 0 0 539 75 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00 0.95 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 Frt 0.850 0.982 Flt Protected 0.994 0.994 Satd. Flow (prot) 0 0 0 0 5055 1583 0 3518 0 0 3467 0 Flt Permitted 0.994 0.830 Satd. Flow (perm) 0 0 0 0 5053 1563 0 2937 0 0 3467 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)83 20 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1194 1450 662 1307 Travel Time (s) 27.1 33.0 15.0 29.7 Confl. Peds. (#/hr) 1 3 3 1 7 2 2 7 Confl. Bikes (#/hr)1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 396 42 0 316 0 0 668 0 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 2 3 8 4 Permitted Phases 2 2 8 Detector Phase 2 2 2 3 8 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 9.0 26.0 24.0 Total Split (s)30.0 30.0 30.0 19.0 26.0 30.0 Total Split (%)38.0% 38.0% 38.0% 24.1% 32.9% 38.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode Min Min Min None Min Min Act Effct Green (s)8.8 8.8 11.8 11.8 Actuated g/C Ratio 0.28 0.28 0.38 0.38 v/c Ratio 0.27 0.08 0.28 0.50 Control Delay (s/veh)9.5 1.7 7.4 8.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh)9.5 1.7 7.4 8.5 LOS A A A A Approach Delay (s/veh)8.8 7.4 8.6 Approach LOS A A A Queue Length 50th (ft)16 0 15 35 Queue Length 95th (ft)39 7 38 76 Internal Link Dist (ft) 1114 1370 582 1227 B - 127 Logan Six 2026 No-Build Conditions 8: Park Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft) Base Capacity (vph)4180 1307 2937 2872 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.09 0.03 0.11 0.23 Intersection Summary Area Type: Other Cycle Length: 79 Actuated Cycle Length: 30.9 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay (s/veh): 8.4 Intersection LOS: A Intersection Capacity Utilization 48.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Park Avenue N & N 4th Street B - 128 Logan Six 2026 No-Build Conditions 9: Park Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 144 54 80 8 7 0 4 282 2 4 484 37 Future Volume (vph) 144 54 80 8 7 0 4 282 2 4 484 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 100 0 170 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 Frt 0.910 0.999 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 3189 0 1752 1845 0 1752 3501 0 1752 3466 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1752 3189 0 1752 1845 0 1752 3501 0 1749 3466 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 30 30 30 30 Link Distance (ft) 1272 822 1307 1301 Travel Time (s) 28.9 18.7 29.7 29.6 Confl. Peds. (#/hr)1 1 Confl. Bikes (#/hr)2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 155 144 0 9 8 0 4 305 0 4 560 0 Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 27.0 10.0 27.0 9.5 26.0 9.5 26.0 Total Split (s) 25.0 65.0 25.0 35.0 25.0 45.0 25.0 65.0 Total Split (%) 13.9% 36.1% 13.9% 19.4% 13.9% 25.0% 13.9% 36.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 11.6 20.2 5.3 5.0 5.9 17.1 4.9 16.9 Actuated g/C Ratio 0.23 0.40 0.10 0.10 0.12 0.34 0.10 0.33 v/c Ratio 0.38 0.11 0.04 0.04 0.01 0.25 0.02 0.48 Control Delay (s/veh) 21.7 13.7 26.3 26.5 25.7 13.7 26.7 15.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 21.7 13.7 26.3 26.5 25.7 13.7 26.7 15.9 LOS C B C C C B C B Approach Delay (s/veh) 17.9 26.5 13.9 16.0 B - 129 Logan Six 2026 No-Build Conditions 9: Park Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS B C B B Queue Length 50th (ft) 36 11 2 2 1 30 1 61 Queue Length 95th (ft) 109 50 17 16 10 78 10 147 Internal Link Dist (ft) 1192 742 1227 1221 Turn Bay Length (ft) 100 100 170 Base Capacity (vph) 719 3086 719 1786 719 3388 719 3354 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.05 0.01 0.00 0.01 0.09 0.01 0.17 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 50.7 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay (s/veh): 16.1 Intersection LOS: B Intersection Capacity Utilization 37.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Park Avenue N & N 6th Street B - 130 Logan Six 2026 No-Build Conditions 10: Park Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 67 68 39 80 97 79 21 344 55 76 408 34 Future Volume (vph) 67 68 39 80 97 79 21 344 55 76 408 34 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 155 0 95 0 125 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.99 0.99 Frt 0.946 0.933 0.979 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3317 0 1770 3274 0 1770 3459 0 1770 3484 0 Flt Permitted 0.634 0.673 0.950 0.950 Satd. Flow (perm) 1175 3317 0 1239 3274 0 1724 3459 0 1770 3484 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 41 84 10 4 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1202 1521 1301 849 Travel Time (s) 27.3 34.6 29.6 19.3 Confl. Peds. (#/hr) 2 4 4 2 14 14 Confl. Bikes (#/hr)2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Shared Lane Traffic (%) Lane Group Flow (vph) 71 113 0 85 187 0 22 425 0 81 470 0 Turn Type pm+pt NA pm+pt NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 55.0 35.0 55.0 65.0 85.0 35.0 55.0 Total Split (%) 16.7% 26.2% 16.7% 26.2% 31.0% 40.5% 16.7% 26.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 14.6 8.4 14.8 8.5 7.1 14.6 9.4 20.6 Actuated g/C Ratio 0.28 0.16 0.28 0.16 0.14 0.28 0.18 0.39 v/c Ratio 0.16 0.20 0.19 0.31 0.09 0.43 0.25 0.34 Control Delay (s/veh) 14.5 17.6 14.8 15.9 26.8 19.5 25.5 14.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 14.5 17.6 14.8 15.9 26.8 19.5 25.5 14.2 LOS B B B B C B C B Approach Delay (s/veh) 16.5 15.6 19.9 15.9 Approach LOS B B B B B - 131 Logan Six 2026 No-Build Conditions 10: Park Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 15 11 18 16 7 62 24 45 Queue Length 95th (ft) 45 35 52 47 28 116 67 119 Internal Link Dist (ft) 1122 1441 1221 769 Turn Bay Length (ft) 155 95 125 125 Base Capacity (vph) 1090 2953 1090 2920 1719 3459 1090 3098 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.04 0.08 0.06 0.01 0.12 0.07 0.15 Intersection Summary Area Type: Other Cycle Length: 210 Actuated Cycle Length: 52.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay (s/veh): 17.1 Intersection LOS: B Intersection Capacity Utilization 42.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Park Avenue N & N 8th Street B - 132 Logan Six 2026 No-Build Conditions 11: N 3rd Street & South Site Access PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 1036 0 0 0 0 Future Volume (vph) 0 1036 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 3539 0 0 1863 0 Flt Permitted Satd. Flow (perm) 0 3539 0 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 189 172 235 Travel Time (s) 4.3 3.9 5.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1126 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 32.0% ICU Level of Service A Analysis Period (min) 15 B - 133 Logan Six 2026 No-Build Conditions 11: N 3rd Street & South Site Access PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1036 0 0 0 0 Future Vol, veh/h 0 1036 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1126 0 0 0 0 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 563 - Stage 1 - - 0 - Stage 2 - - 563 - Critical Hdwy 4.14 - 6.84 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 - 3.52 - Pot Cap-1 Maneuver - - 456 0 Stage 1 - - - 0 Stage 2 - - 534 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 456 - Mov Cap-2 Maneuver - - 456 - Stage 1 - - - - Stage 2 - - 534 - Approach EB SB HCM Control Delay, s/v 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s/veh) 0 - 0 HCM Lane LOS A - A HCM 95th %tile Q(veh) - - - B - 134 Logan Six 2026 No-Build Conditions 12: North Site Access & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 0 0 0 417 0 0 Future Volume (vph) 0 0 0 417 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.91 0.91 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 0 0 5085 1863 0 Flt Permitted Satd. Flow (perm) 0 0 0 5085 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 120 88 187 Travel Time (s) 2.7 2.0 4.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 453 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 11.4% ICU Level of Service A Analysis Period (min) 15 B - 135 Logan Six 2026 No-Build Conditions 12: North Site Access & N 4th Street PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 0 0 0 417 0 0 Future Vol, veh/h 0 0 0 417 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 453 0 0 Major/Minor Major2 Minor1 Conflicting Flow All 0 0 181 - Stage 1 - - 0 - Stage 2 - - 181 - Critical Hdwy 5.34 - 5.74 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 6.04 - Follow-up Hdwy 3.12 - 3.82 - Pot Cap-1 Maneuver - - 776 0 Stage 1 - - - 0 Stage 2 - - 764 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 776 - Mov Cap-2 Maneuver - - 776 - Stage 1 - - - - Stage 2 - - 764 - Approach WB NB HCM Control Delay, s/v 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 WBL WBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s/veh) 0 0 - HCM Lane LOS A A - HCM 95th %tile Q(veh) - - - B - 136 Logan Six 2026 No-Build Conditions 13: Burnett Avenue N & Commercial Parking Lot PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 02_2026 No-Build.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 5 5 5 35 19 5 Future Volume (vph) 5 5 5 35 19 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.974 Flt Protected 0.976 0.994 Satd. Flow (prot) 1694 0 0 1852 1814 0 Flt Permitted 0.976 0.994 Satd. Flow (perm) 1694 0 0 1852 1814 0 Link Speed (mph) 30 30 30 Link Distance (ft) 195 138 309 Travel Time (s) 4.4 3.1 7.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 10 0 0 43 26 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 16.1% ICU Level of Service A Analysis Period (min) 15 B - 137 Logan Six 2026 No-Build Conditions 13: Burnett Avenue N & Commercial Parking Lot PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 02_2026 No-Build.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 5 5 35 19 5 Future Vol, veh/h 5 5 5 35 19 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 5 38 21 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 72 23 26 0 - 0 Stage 1 23 - - - - - Stage 2 49 - - - - - 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 932 1053 1588 - - - Stage 1 999 - - - - - Stage 2 974 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 928 1053 1588 - - - Mov Cap-2 Maneuver 928 - - - - - Stage 1 996 - - - - - Stage 2 974 - - - - - Approach EB NB SB HCM Control Delay, s/v 8.69 0.91 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 225 - 987 - - HCM Lane V/C Ratio 0.003 - 0.011 - - HCM Control Delay (s/veh) 7.3 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - B - 138 Logan Six 2026 Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 0 5 0 0 0 7 1362 524 40 818 3 Future Volume (vph) 4 0 5 0 0 0 7 1362 524 40 818 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 1687 1509 0 0 0 1687 3374 1509 1687 3370 0 Flt Permitted 0.950 0.320 0.148 Satd. Flow (perm) 0 1685 1487 0 0 0 568 3374 1509 263 3370 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 1 2 2 1 1 4 4 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 0 4 5 0 0 0 7 1449 557 43 873 0 Turn Type Perm NA Perm D.P+P NA custom D.P+P NA Protected Phases 4 1 6 7! 5! 2 Permitted Phases 4 4 2 6 Detector Phase 4 4 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 10.0 23.0 29.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 15.0 65.0 80.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 13.6% 59.1% 72.7% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None None Min Min None Min Act Effct Green (s) 6.3 6.3 49.7 47.9 55.2 47.9 53.8 Actuated g/C Ratio 0.11 0.11 0.87 0.83 0.96 0.83 0.94 v/c Ratio 0.02 0.02 0.01 0.51 0.38 0.11 0.27 Control Delay (s/veh) 32.5 0.2 1.0 4.5 1.6 1.7 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 32.5 0.2 1.0 4.5 1.6 1.7 1.9 LOS C A A A A A A Approach Delay (s/veh) 14.6 3.8 1.9 Approach LOS B A A B - 139 Logan Six 2026 Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS B - 140 Logan Six 2026 Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 1 0 0 90 0 0 0 Queue Length 95th (ft) 12 0 2 263 102 8 121 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 808 749 712 3126 1470 502 3122 Starvation Cap Reductn 0 0 0 0 0 0 198 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.01 0.01 0.46 0.38 0.09 0.30 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 57.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay (s/veh): 3.2 Intersection LOS: A Intersection Capacity Utilization 54.7% ICU Level of Service A Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street B - 141 Logan Six 2026 Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group Ø3 Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary B - 142 Logan Six 2026 Build Conditions 2: Logan Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 404 44 1197 0 0 553 Future Volume (vph) 404 44 1197 0 0 553 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3273 1509 3374 0 0 3374 Flt Permitted 0.950 Satd. Flow (perm) 3273 1509 3374 0 0 3374 Right Turn on Red Yes Yes Satd. Flow (RTOR) 46 Link Speed (mph) 30 30 30 Link Distance (ft) 120 511 1321 Travel Time (s) 2.7 11.6 30.0 Confl. Peds. (#/hr)2 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 425 46 1260 0 0 582 Turn Type Prot Perm NA NA Protected Phases 3 6 2 Permitted Phases 3 Detector Phase 3 3 6 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 27.0 27.0 23.0 23.0 Total Split (s) 35.0 35.0 55.0 55.0 Total Split (%) 38.9% 38.9% 61.1% 61.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None Min Min Act Effct Green (s) 13.5 13.5 30.4 30.4 Actuated g/C Ratio 0.25 0.25 0.56 0.56 v/c Ratio 0.52 0.11 0.66 0.30 Control Delay (s/veh) 21.8 7.8 10.5 6.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 21.8 7.8 10.5 6.8 LOS C A B A Approach Delay (s/veh) 20.4 10.5 6.9 Approach LOS C B A Queue Length 50th (ft) 58 0 125 44 Queue Length 95th (ft) 128 23 230 85 Internal Link Dist (ft) 40 431 1241 B - 143 Logan Six 2026 Build Conditions 2: Logan Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group WBL WBR NBT NBR SBL SBT Turn Bay Length (ft) Base Capacity (vph) 1908 899 2992 2992 Starvation Cap Reductn 0 0 73 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.22 0.05 0.43 0.19 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 54.4 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay (s/veh): 11.6 Intersection LOS: B Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Logan Avenue N & N 4th Street B - 144 Logan Six 2026 Build Conditions 3: Logan Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 12 9 24 36 8 8 60 951 212 30 487 8 Future Volume (vph) 12 9 24 36 8 8 60 951 212 30 487 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 295 140 0 230 0 135 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.98 0.96 0.98 0.97 0.98 0.96 0.99 0.99 Frt 0.850 0.850 0.850 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1656 1743 1482 1656 1743 1482 1656 1743 1482 1656 3299 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1629 1743 1437 1625 1743 1440 1628 1743 1422 1645 3299 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1173 1272 1321 1309 Travel Time (s) 26.7 28.9 30.0 29.8 Confl. Peds. (#/hr) 10 12 12 10 15 19 19 15 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% 9% Shared Lane Traffic (%) Lane Group Flow (vph) 13 10 26 39 9 9 65 1034 230 33 538 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 28.0 28.0 10.0 27.0 27.0 10.0 29.0 29.0 10.0 30.0 Total Split (s) 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 Total Split (%) 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min Min None Min Min None Min Act Effct Green (s) 6.3 6.2 6.2 7.2 11.1 11.1 8.1 31.4 31.4 7.0 28.1 Actuated g/C Ratio 0.11 0.10 0.10 0.12 0.19 0.19 0.14 0.53 0.53 0.12 0.48 v/c Ratio 0.07 0.05 0.10 0.19 0.02 0.02 0.28 1.11 0.28 0.16 0.34 Control Delay (s/veh) 30.6 30.6 0.8 30.2 24.5 0.1 30.0 88.8 8.0 30.3 14.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 30.6 30.6 0.8 30.2 24.5 0.1 30.0 88.8 8.0 30.3 14.2 LOS C C A C C A C F A C B Approach Delay (s/veh) 14.9 24.6 72.0 15.2 Approach LOS B C E B B - 145 Logan Six 2026 Build Conditions 3: Logan Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 4 3 0 12 2 0 21 ~435 20 11 82 Queue Length 95th (ft) 22 18 0 44 17 0 62 #901 87 39 139 Internal Link Dist (ft) 1093 1192 1241 1229 Turn Bay Length (ft) 250 295 140 230 135 Base Capacity (vph) 586 925 814 586 925 815 586 925 806 586 1752 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.01 0.03 0.07 0.01 0.01 0.11 1.12 0.29 0.06 0.31 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 59.1 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay (s/veh): 53.1 Intersection LOS: D Intersection Capacity Utilization 74.9% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Logan Avenue N & N 6th Street B - 146 Logan Six 2026 Build Conditions 4: Logan Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 8 8 50 6 17 23 872 62 5 478 18 Future Volume (vph) 9 8 8 50 6 17 23 872 62 5 478 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 105 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 0.92 0.93 0.93 0.95 0.99 0.99 0.99 Frt 0.850 0.887 0.990 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1687 3374 1509 1687 2810 0 1687 1753 0 1687 1758 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1587 3374 1395 1578 2810 0 1604 1753 0 1672 1758 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 116 18 3 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1154 1202 1309 1978 Travel Time (s) 26.2 27.3 29.8 45.0 Confl. Peds. (#/hr) 19 32 32 19 63 23 23 63 Confl. Bikes (#/hr)1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% 7% Shared Lane Traffic (%) Lane Group Flow (vph) 9 8 8 52 24 0 24 973 0 5 517 0 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 Detector Phase 5 2 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 24.0 24.0 11.0 25.0 10.0 30.0 10.0 28.0 Total Split (s) 26.0 36.0 36.0 26.0 36.0 25.0 35.0 25.0 35.0 Total Split (%) 21.3% 29.5% 29.5% 21.3% 29.5% 20.5% 28.7% 20.5% 28.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min None Min None Min Act Effct Green (s) 5.2 5.2 5.2 6.2 10.2 5.5 33.1 5.2 31.1 Actuated g/C Ratio 0.09 0.09 0.09 0.11 0.18 0.09 0.57 0.09 0.53 v/c Ratio 0.05 0.02 0.03 0.29 0.04 0.15 0.97 0.03 0.55 Control Delay (s/veh) 30.7 30.1 0.2 32.0 15.0 31.4 41.0 30.6 15.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 30.7 30.1 0.2 32.0 15.0 31.4 41.0 30.6 15.1 LOS C C A C B C D C B Approach Delay (s/veh) 20.8 26.7 40.9 15.3 B - 147 Logan Six 2026 Build Conditions 4: Logan Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS C C D B Queue Length 50th (ft) 3 1 0 17 1 8 ~387 2 110 Queue Length 95th (ft) 17 8 0 52 11 31 #781 12 291 Internal Link Dist (ft) 1074 1122 1229 1898 Turn Bay Length (ft) 105 Base Capacity (vph) 601 1805 800 601 1511 601 999 601 940 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.00 0.01 0.09 0.02 0.04 0.97 0.01 0.55 Intersection Summary Area Type: Other Cycle Length: 122 Actuated Cycle Length: 58.2 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay (s/veh): 31.7 Intersection LOS: C Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Logan Avenue N & N 8th Street B - 148 Logan Six 2026 Build Conditions 5: Burnett Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 22 498 27 0 0 0 0 20 7 3 7 0 Future Volume (vph) 22 498 27 0 0 0 0 20 7 3 7 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.964 Flt Protected 0.998 0.987 Satd. Flow (prot) 0 3407 0 0 0 0 0 1744 0 0 1786 0 Flt Permitted 0.998 0.987 Satd. Flow (perm) 0 3407 0 0 0 0 0 1744 0 0 1786 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 172 1226 390 138 Travel Time (s) 3.9 27.9 8.9 3.1 Confl. Peds. (#/hr) 1 1 1 1 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 0 607 0 0 0 0 0 30 0 0 11 0 Sign Control Free Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.9% ICU Level of Service A Analysis Period (min) 15 B - 149 Logan Six 2026 Build Conditions 5: Burnett Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 498 27 0 0 0 0 20 7 3 7 0 Future Vol, veh/h 22 498 27 0 0 0 0 20 7 3 7 0 Conflicting Peds, #/hr 1 0 1 1 0 1 1 0 0 0 0 1 Sign Control Free Free Free Stop Stop Stop 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5 Mvmt Flow 24 553 30 0 0 0 0 22 8 3 8 0 Major/Minor Major1 Minor1 Minor2 Conflicting Flow All 1 0 0 - 619 293 338 634 - Stage 1 - - - - 618 - 1 1 - Stage 2 - - - - 1 - 337 633 - Critical Hdwy 4.2 - - - 6.6 7 7.6 6.6 - Critical Hdwy Stg 1 - - - - 5.6 - - - - Critical Hdwy Stg 2 - - - - - - 6.6 5.6 - Follow-up Hdwy 2.25 - - - 4.05 3.35 3.55 4.05 - Pot Cap-1 Maneuver 1599 - - 0 397 695 585 389 0 Stage 1 - - - 0 472 - - - 0 Stage 2 - - - 0 - - 643 464 0 Platoon blocked, % - - Mov Cap-1 Maneuver 1597 - - - 389 694 535 381 - Mov Cap-2 Maneuver - - - - 389 - 535 381 - Stage 1 - - - - 462 - - - - Stage 2 - - - - - - 594 455 - Approach EB NB SB HCM Control Delay, s/v 0.4 13.81 13.87 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBRSBLn1 Capacity (veh/h) 439 135 - - 417 HCM Lane V/C Ratio 0.068 0.015 - - 0.027 HCM Control Delay (s/veh) 13.8 7.3 0.1 - 13.9 HCM Lane LOS B A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 B - 150 Logan Six 2026 Build Conditions 6: Burnett Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 11 436 5 40 8 0 0 5 8 Future Volume (vph) 0 0 0 11 436 5 40 8 0 0 5 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.917 Flt Protected 0.950 0.960 Satd. Flow (prot) 0 0 0 1703 3406 1524 0 1721 0 0 1644 0 Flt Permitted 0.950 0.960 Satd. Flow (perm) 0 0 0 1703 3406 1524 0 1721 0 0 1644 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 88 1194 309 762 Travel Time (s) 2.0 27.1 7.0 17.3 Confl. Peds. (#/hr) 2 2 1 1 Confl. Bikes (#/hr) 2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 11 454 5 0 50 0 0 13 0 Sign Control Stop Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.2% ICU Level of Service A Analysis Period (min) 15 B - 151 Logan Six 2026 Build Conditions 6: Burnett Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 11 436 5 40 8 0 0 5 8 Future Vol, veh/h 0 0 0 11 436 5 40 8 0 0 5 8 Conflicting Peds, #/hr 0 0 2 2 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6 Mvmt Flow 0 0 0 11 454 5 42 8 0 0 5 8 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 2 0 0 255 484 - - 479 227 Stage 1 - - - 2 2 - - 477 - Stage 2 - - - 253 482 - - 2 - Critical Hdwy 4.22 - - 7.62 6.62 - - 6.62 7.02 Critical Hdwy Stg 1 - - - - - - - 5.62 - Critical Hdwy Stg 2 - - - 6.62 5.62 - - - - Follow-up Hdwy 2.26 - - 3.56 4.06 - - 4.06 3.36 Pot Cap-1 Maneuver 1590 - - 667 472 0 0 476 764 Stage 1 - - - - - 0 0 544 - Stage 2 - - - 718 541 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 1587 - - 647 468 - - 471 764 Mov Cap-2 Maneuver - - - 647 468 - - 471 - Stage 1 - - - - - - - 540 - Stage 2 - - - 698 538 - - - - Approach WB NB SB HCM Control Delay, s/v 0.18 11.45 10.97 HCM LOS B B Minor Lane/Major Mvmt NBLn1 WBL WBT WBRSBLn1 Capacity (veh/h) 608 1587 - - 616 HCM Lane V/C Ratio 0.082 0.007 - - 0.022 HCM Control Delay (s/veh) 11.4 7.3 - - 11 HCM Lane LOS B A - - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 B - 152 Logan Six 2026 Build Conditions 7: Park Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 52 451 10 0 0 0 0 444 65 103 91 0 Future Volume (vph) 52 451 10 0 0 0 0 444 65 103 91 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.98 0.99 0.99 0.99 Frt 0.997 0.981 Flt Protected 0.950 0.974 Satd. Flow (prot) 1736 3460 0 0 0 0 0 3395 0 0 3381 0 Flt Permitted 0.950 0.626 Satd. Flow (perm) 1712 3460 0 0 0 0 0 3395 0 0 2169 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 25 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1226 1509 471 662 Travel Time (s) 27.9 34.3 10.7 15.0 Confl. Peds. (#/hr) 13 2 2 13 7 9 9 7 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 60 536 0 0 0 0 0 592 0 0 226 0 Turn Type Perm NA NA pm+pt NA Protected Phases 6 8 7 4 Permitted Phases 6 4 Detector Phase 6 6 8 7 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 Minimum Split (s) 25.0 25.0 24.0 9.0 24.0 Total Split (s) 26.0 26.0 26.0 14.0 26.0 Total Split (%) 39.4% 39.4%39.4% 21.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None Min None None Act Effct Green (s) 13.0 13.0 13.4 13.4 Actuated g/C Ratio 0.34 0.34 0.35 0.35 v/c Ratio 0.10 0.46 0.49 0.30 Control Delay (s/veh) 10.0 11.8 11.3 10.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 10.0 11.8 11.3 10.8 LOS B B B B Approach Delay (s/veh) 11.7 11.4 10.8 Approach LOS B B B Queue Length 50th (ft) 8 42 45 16 Queue Length 95th (ft) 28 86 88 40 Internal Link Dist (ft) 1146 1429 391 582 B - 153 Logan Six 2026 Build Conditions 7: Park Avenue N & N 3rd Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft) Base Capacity (vph) 905 1831 1807 1919 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.07 0.29 0.33 0.12 Intersection Summary Area Type: Other Cycle Length: 66 Actuated Cycle Length: 38.7 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay (s/veh): 11.4 Intersection LOS: B Intersection Capacity Utilization 52.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: Park Avenue N & N 3rd Street B - 154 Logan Six 2026 Build Conditions 8: Park Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 83 380 71 25 467 0 0 112 36 Future Volume (vph) 0 0 0 83 380 71 25 467 0 0 112 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00 0.95 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.98 0.98 0.99 0.99 Frt 0.850 0.963 Flt Protected 0.991 0.997 Satd. Flow (prot) 0 0 0 0 4896 1538 0 3428 0 0 3287 0 Flt Permitted 0.991 0.932 Satd. Flow (perm) 0 0 0 0 4845 1514 0 3202 0 0 3287 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)90 46 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1194 1450 662 1307 Travel Time (s) 27.1 33.0 15.0 29.7 Confl. Peds. (#/hr) 4 58 58 4 14 8 8 14 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 586 90 0 623 0 0 188 0 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 2 3 8 4 Permitted Phases 2 2 8 Detector Phase 2 2 2 3 8 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 9.0 26.0 24.0 Total Split (s)30.0 30.0 30.0 19.0 26.0 30.0 Total Split (%)38.0% 38.0% 38.0% 24.1% 32.9% 38.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode Min Min Min None Min Min Act Effct Green (s)11.6 11.6 12.9 12.9 Actuated g/C Ratio 0.33 0.33 0.37 0.37 v/c Ratio 0.36 0.15 0.52 0.15 Control Delay (s/veh)9.9 3.7 10.6 6.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh)9.9 3.7 10.6 6.3 LOS A A B A Approach Delay (s/veh)9.1 10.7 6.3 Approach LOS A B A Queue Length 50th (ft)28 0 44 8 Queue Length 95th (ft)50 15 76 21 Internal Link Dist (ft) 1114 1370 582 1227 B - 155 Logan Six 2026 Build Conditions 8: Park Avenue N & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft) Base Capacity (vph)3595 1146 3195 2451 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.16 0.08 0.19 0.08 Intersection Summary Area Type: Other Cycle Length: 79 Actuated Cycle Length: 34.9 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay (s/veh): 9.4 Intersection LOS: A Intersection Capacity Utilization 48.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Park Avenue N & N 4th Street B - 156 Logan Six 2026 Build Conditions 9: Park Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 99 37 24 5 26 4 70 503 5 3 117 75 Future Volume (vph) 99 37 24 5 26 4 70 503 5 3 117 75 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 100 0 170 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Frt 0.941 0.981 0.999 0.941 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1719 3217 0 1719 1768 0 1719 3434 0 1719 3210 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1691 3217 0 1715 1768 0 1709 3434 0 1717 3210 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 30 30 30 30 Link Distance (ft) 1272 822 1307 1301 Travel Time (s) 28.9 18.7 29.7 29.6 Confl. Peds. (#/hr) 7 1 1 7 3 1 1 3 Confl. Bikes (#/hr)2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 106 66 0 5 32 0 75 546 0 3 207 0 Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 27.0 10.0 27.0 9.5 26.0 9.5 26.0 Total Split (s) 25.0 65.0 25.0 35.0 25.0 45.0 25.0 65.0 Total Split (%) 13.9% 36.1% 13.9% 19.4% 13.9% 25.0% 13.9% 36.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 9.5 15.4 5.6 6.3 8.9 21.8 5.2 13.2 Actuated g/C Ratio 0.18 0.30 0.11 0.12 0.17 0.42 0.10 0.26 v/c Ratio 0.33 0.06 0.02 0.14 0.25 0.37 0.01 0.25 Control Delay (s/veh) 25.3 15.8 27.8 27.1 25.0 12.8 28.0 20.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 25.3 15.8 27.8 27.1 25.0 12.8 28.0 20.1 LOS C B C C C B C C Approach Delay (s/veh) 21.7 27.2 14.3 20.3 B - 157 Logan Six 2026 Build Conditions 9: Park Avenue N & N 6th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS C C B C Queue Length 50th (ft) 30 6 2 9 21 55 1 30 Queue Length 95th (ft) 82 26 12 37 64 138 9 64 Internal Link Dist (ft) 1192 742 1227 1221 Turn Bay Length (ft) 100 100 170 Base Capacity (vph) 745 3123 745 1717 745 3334 745 3117 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.02 0.01 0.02 0.10 0.16 0.00 0.07 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 51.4 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.38 Intersection Signal Delay (s/veh): 17.2 Intersection LOS: B Intersection Capacity Utilization 42.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Park Avenue N & N 6th Street B - 158 Logan Six 2026 Build Conditions 10: Park Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 51 7 36 55 37 10 557 128 24 184 9 Future Volume (vph) 25 51 7 36 55 37 10 557 128 24 184 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 155 0 95 0 125 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.99 0.99 Frt 0.982 0.939 0.972 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 3399 0 1736 3259 0 1736 3349 0 1736 3441 0 Flt Permitted 0.686 0.595 0.950 0.950 Satd. Flow (perm) 1253 3399 0 1077 3259 0 1704 3349 0 1719 3441 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 7 42 15 2 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1202 1521 1301 849 Travel Time (s) 27.3 34.6 29.6 19.3 Confl. Peds. (#/hr) 3 3 7 8 8 7 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 28 65 0 40 104 0 11 770 0 27 217 0 Turn Type pm+pt NA pm+pt NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 55.0 35.0 55.0 65.0 85.0 35.0 55.0 Total Split (%) 16.7% 26.2% 16.7% 26.2% 31.0% 40.5% 16.7% 26.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 11.3 7.8 12.7 10.3 6.9 21.3 7.6 23.3 Actuated g/C Ratio 0.23 0.16 0.26 0.21 0.14 0.43 0.15 0.47 v/c Ratio 0.07 0.11 0.10 0.14 0.04 0.52 0.10 0.13 Control Delay (s/veh) 16.7 23.5 16.6 16.2 28.1 13.8 27.2 9.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 16.7 23.5 16.6 16.2 28.1 13.8 27.2 9.1 LOS B C B B C B C A Approach Delay (s/veh) 21.5 16.3 14.0 11.2 Approach LOS C B B B B - 159 Logan Six 2026 Build Conditions 10: Park Avenue N & N 8th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 5 7 7 5 3 76 7 17 Queue Length 95th (ft) 26 30 34 34 19 188 33 51 Internal Link Dist (ft) 1122 1441 1221 769 Turn Bay Length (ft) 155 95 125 125 Base Capacity (vph) 1184 3034 1184 2913 1674 3349 1184 3071 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.02 0.03 0.04 0.01 0.23 0.02 0.07 Intersection Summary Area Type: Other Cycle Length: 210 Actuated Cycle Length: 49.2 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay (s/veh): 14.3 Intersection LOS: B Intersection Capacity Utilization 36.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Park Avenue N & N 8th Street B - 160 Logan Six 2026 Build Conditions 11: N 3rd Street & South Site Access AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 6 529 0 0 19 0 Future Volume (vph) 6 529 0 0 19 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt Flt Protected 0.999 0.950 Satd. Flow (prot) 0 3536 0 0 1770 0 Flt Permitted 0.999 0.950 Satd. Flow (perm) 0 3536 0 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 189 172 235 Travel Time (s) 4.3 3.9 5.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 582 0 0 21 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 24.8% ICU Level of Service A Analysis Period (min) 15 B - 161 Logan Six 2026 Build Conditions 11: N 3rd Street & South Site Access AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 6 529 0 0 19 0 Future Vol, veh/h 6 529 0 0 19 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 575 0 0 21 0 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 301 - Stage 1 - - 0 - Stage 2 - - 301 - Critical Hdwy 4.14 - 6.84 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 - 3.52 - Pot Cap-1 Maneuver - - 667 0 Stage 1 - - - 0 Stage 2 - - 725 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 667 - Mov Cap-2 Maneuver - - 667 - Stage 1 - - - - Stage 2 - - 725 - Approach EB SB HCM Control Delay, s/v 10.57 HCM LOS B Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) - - 667 HCM Lane V/C Ratio - - 0.031 HCM Control Delay (s/veh) - - 10.6 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 B - 162 Logan Six 2026 Build Conditions 12: North Site Access & N 4th Street AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 0 0 2 490 9 0 Future Volume (vph) 0 0 2 490 9 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.91 0.91 1.00 1.00 Frt Flt Protected 0.950 Satd. Flow (prot) 0 0 0 5085 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 0 0 5085 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 120 88 187 Travel Time (s) 2.7 2.0 4.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 535 10 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.5% ICU Level of Service A Analysis Period (min) 15 B - 163 Logan Six 2026 Build Conditions 12: North Site Access & N 4th Street AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 0 0 2 490 9 0 Future Vol, veh/h 0 0 2 490 9 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 2 533 10 0 Major/Minor Major2 Minor1 Conflicting Flow All 0 0 217 - Stage 1 - - 0 - Stage 2 - - 217 - Critical Hdwy 5.34 - 5.74 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 6.04 - Follow-up Hdwy 3.12 - 3.82 - Pot Cap-1 Maneuver - - 746 0 Stage 1 - - - 0 Stage 2 - - 733 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 746 - Mov Cap-2 Maneuver - - 746 - Stage 1 - - - - Stage 2 - - 733 - Approach WB NB HCM Control Delay, s/v 9.89 HCM LOS A Minor Lane/Major Mvmt NBLn1 WBL WBT Capacity (veh/h) 746 - - HCM Lane V/C Ratio 0.013 - - HCM Control Delay (s/veh) 9.9 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) 0 - - B - 164 Logan Six 2026 Build Conditions 13: Burnett Avenue N & Commercial Parking Lot AM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 7 7 9 38 8 8 Future Volume (vph) 7 7 9 38 8 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.932 Flt Protected 0.976 0.990 Satd. Flow (prot) 1694 0 0 1844 1736 0 Flt Permitted 0.976 0.990 Satd. Flow (perm) 1694 0 0 1844 1736 0 Link Speed (mph) 30 30 30 Link Distance (ft) 195 138 309 Travel Time (s) 4.4 3.1 7.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 16 0 0 51 18 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.2% ICU Level of Service A Analysis Period (min) 15 B - 165 Logan Six 2026 Build Conditions 13: Burnett Avenue N & Commercial Parking Lot AM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 7 9 38 8 8 Future Vol, veh/h 7 7 9 38 8 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 8 10 41 9 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 74 13 17 0 - 0 Stage 1 13 - - - - - Stage 2 61 - - - - - 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 930 1067 1600 - - - Stage 1 1010 - - - - - Stage 2 962 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 924 1067 1600 - - - Mov Cap-2 Maneuver 924 - - - - - Stage 1 1003 - - - - - Stage 2 962 - - - - - Approach EB NB SB HCM Control Delay, s/v 8.69 1.39 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 345 - 990 - - HCM Lane V/C Ratio 0.006 - 0.015 - - HCM Control Delay (s/veh) 7.3 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - B - 166 Logan Six 2026 Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 11 26 0 0 0 33 996 940 90 1268 5 Future Volume (vph) 3 11 26 0 0 0 33 996 940 90 1268 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 180 0 235 0 Storage Lanes 0 1 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.98 0.99 0.99 Frt 0.850 0.850 0.999 Flt Protected 0.989 0.950 0.950 Satd. Flow (prot) 0 1842 1583 0 0 0 1770 3539 1583 1770 3535 0 Flt Permitted 0.989 0.169 0.221 Satd. Flow (perm) 0 1842 1554 0 0 0 315 3539 1583 412 3535 0 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 69 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 236 189 756 511 Travel Time (s) 5.4 4.3 17.2 11.6 Confl. Peds. (#/hr) 5 5 1 10 10 1 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 Shared Lane Traffic (%) Lane Group Flow (vph) 0 14 27 0 0 0 34 1027 969 93 1312 0 Turn Type Perm NA Perm D.P+P NA custom pm+pt NA Protected Phases 4 1 6 7! 5! 2 Permitted Phases 4 4 2 2 Detector Phase 4 4 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 10.0 23.0 29.0 10.0 32.0 Total Split (s) 30.0 30.0 30.0 15.0 65.0 80.0 15.0 65.0 Total Split (%) 27.3% 27.3% 27.3% 13.6% 59.1% 72.7% 13.6% 59.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Recall Mode None None None None Min None None Min Act Effct Green (s) 6.6 6.6 46.2 40.1 51.6 47.5 46.0 Actuated g/C Ratio 0.11 0.11 0.77 0.67 0.86 0.79 0.76 v/c Ratio 0.06 0.11 0.08 0.43 0.71 0.18 0.48 Control Delay (s/veh) 33.0 1.2 2.5 8.0 7.8 2.7 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 33.0 1.2 2.5 8.0 7.8 2.7 6.9 LOS C A A A A A A Approach Delay (s/veh) 12.1 7.9 6.7 Approach LOS B A A Queue Length 50th (ft) 5 0 2 122 177 7 159 B - 167 Logan Six 2026 Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 18.0 Total Split (s) 30.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) B - 168 Logan Six 2026 Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 95th (ft) 26 3 7 175 356 16 222 Internal Link Dist (ft) 156 109 676 431 Turn Bay Length (ft)180 235 Base Capacity (vph) 828 737 514 3225 1540 574 3221 Starvation Cap Reductn 0 0 0 0 0 0 173 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.04 0.07 0.32 0.63 0.16 0.43 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 60.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay (s/veh): 7.4 Intersection LOS: A Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Logan Avenue N & Parking Lot/N 3rd Street B - 169 Logan Six 2026 Build Conditions 1: Logan Avenue N & Parking Lot/N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group Ø3 Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary B - 170 Logan Six 2026 Build Conditions 2: Logan Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 400 56 1043 0 0 1159 Future Volume (vph) 400 56 1043 0 0 1159 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3433 1583 3539 0 0 3539 Flt Permitted 0.950 Satd. Flow (perm) 3433 1583 3539 0 0 3539 Right Turn on Red Yes Yes Satd. Flow (RTOR) 58 Link Speed (mph) 30 30 30 Link Distance (ft) 120 511 1321 Travel Time (s) 2.7 11.6 30.0 Confl. Peds. (#/hr)3 3 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Shared Lane Traffic (%) Lane Group Flow (vph) 412 58 1075 0 0 1195 Turn Type Prot Perm NA NA Protected Phases 3 6 2 Permitted Phases 3 Detector Phase 3 3 6 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 27.0 27.0 23.0 23.0 Total Split (s) 35.0 35.0 55.0 55.0 Total Split (%) 38.9% 38.9% 61.1% 61.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None Min Min Act Effct Green (s) 12.2 12.2 26.7 26.7 Actuated g/C Ratio 0.25 0.25 0.54 0.54 v/c Ratio 0.48 0.13 0.56 0.62 Control Delay (s/veh) 19.2 6.8 8.8 9.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 19.2 6.8 8.8 9.5 LOS B A A A Approach Delay (s/veh) 17.7 8.8 9.6 Approach LOS B A A Queue Length 50th (ft) 50 0 89 104 Queue Length 95th (ft) 110 24 167 194 Internal Link Dist (ft) 40 431 1241 Turn Bay Length (ft) B - 171 Logan Six 2026 Build Conditions 2: Logan Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group WBL WBR NBT NBR SBL SBT Base Capacity (vph) 2187 1029 3297 3297 Starvation Cap Reductn 0 0 50 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.19 0.06 0.33 0.36 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 49.4 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay (s/veh): 10.7 Intersection LOS: B Intersection Capacity Utilization 51.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Logan Avenue N & N 4th Street B - 172 Logan Six 2026 Build Conditions 3: Logan Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 13 17 65 68 2 44 28 920 139 13 1030 7 Future Volume (vph) 13 17 65 68 2 44 28 920 139 13 1030 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 295 140 0 230 0 135 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.97 0.98 0.98 0.99 0.96 0.99 0.99 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 1845 1568 1752 1845 1568 1752 1845 1568 1752 3500 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1744 1845 1523 1731 1845 1540 1746 1845 1517 1742 3500 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 109 109 109 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1173 1272 1321 1309 Travel Time (s) 26.7 28.9 30.0 29.8 Confl. Peds. (#/hr) 3 8 8 3 7 14 14 7 Confl. Bikes (#/hr) 5 1 4 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 13 17 66 69 2 45 29 939 142 13 1058 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 Detector Phase 5 2 2 1 6 6 3 8 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 28.0 28.0 10.0 27.0 27.0 10.0 29.0 29.0 10.0 30.0 Total Split (s) 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 35.0 25.0 35.0 Total Split (%) 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% 29.2% 20.8% 29.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min Min None Min Min None Min Act Effct Green (s) 6.3 6.4 6.4 8.2 12.0 12.0 6.9 33.7 33.7 6.3 31.5 Actuated g/C Ratio 0.11 0.11 0.11 0.14 0.20 0.20 0.12 0.56 0.56 0.11 0.53 v/c Ratio 0.07 0.08 0.25 0.28 0.00 0.11 0.14 0.90 0.15 0.07 0.57 Control Delay (s/veh) 31.3 31.2 5.0 30.6 24.0 0.5 31.0 30.3 4.6 31.3 14.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 31.3 31.2 5.0 30.6 24.0 0.5 31.0 30.3 4.6 31.3 14.8 LOS C C A C C A C C A C B Approach Delay (s/veh) 13.3 18.8 27.1 15.0 B - 173 Logan Six 2026 Build Conditions 3: Logan Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS B B C B Queue Length 50th (ft) 4 6 0 23 1 0 10 ~314 6 4 128 Queue Length 95th (ft) 22 26 15 67 7 0 37 #788 42 22 301 Internal Link Dist (ft) 1093 1192 1241 1229 Turn Bay Length (ft) 250 295 140 230 135 Base Capacity (vph) 613 968 851 613 968 860 613 1036 900 613 1837 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.02 0.08 0.11 0.00 0.05 0.05 0.91 0.16 0.02 0.58 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 60 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay (s/veh): 20.7 Intersection LOS: C Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Logan Avenue N & N 6th Street B - 174 Logan Six 2026 Build Conditions 4: Logan Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 18 11 18 112 5 55 7 842 141 22 957 2 Future Volume (vph) 18 11 18 112 5 55 7 842 141 22 957 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 105 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.97 0.96 0.97 0.95 0.98 0.99 0.98 0.99 Frt 0.850 0.862 0.979 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 1770 2915 0 1770 1809 0 1770 1862 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1723 3539 1530 1731 2915 0 1749 1809 0 1751 1862 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 116 58 7 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1154 1202 1309 1978 Travel Time (s) 26.2 27.3 29.8 45.0 Confl. Peds. (#/hr) 9 11 11 9 30 30 30 30 Confl. Bikes (#/hr)1 12 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 Shared Lane Traffic (%) Lane Group Flow (vph) 19 12 19 118 63 0 7 1034 0 23 1009 0 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 Detector Phase 5 2 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.0 24.0 24.0 11.0 25.0 10.0 30.0 10.0 28.0 Total Split (s) 26.0 36.0 36.0 26.0 36.0 25.0 35.0 25.0 35.0 Total Split (%) 21.3% 29.5% 29.5% 21.3% 29.5% 20.5% 28.7% 20.5% 28.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min Min None Min None Min None Min Act Effct Green (s) 5.4 5.2 5.2 8.3 14.5 5.2 30.9 5.5 33.0 Actuated g/C Ratio 0.09 0.08 0.08 0.13 0.23 0.08 0.49 0.09 0.53 v/c Ratio 0.12 0.04 0.08 0.50 0.08 0.04 1.15 0.14 1.02 Control Delay (s/veh) 32.9 31.8 0.6 35.6 9.1 32.4 102.6 33.0 56.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 32.9 31.8 0.6 35.6 9.1 32.4 102.6 33.0 56.2 LOS C C A D A C F C E Approach Delay (s/veh) 20.4 26.4 102.1 55.8 Approach LOS C C F E B - 175 Logan Six 2026 Build Conditions 4: Logan Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 7 2 0 40 0 2 ~451 8 ~420 Queue Length 95th (ft) 28 11 0 99 17 15 #906 32 #843 Internal Link Dist (ft) 1074 1122 1229 1898 Turn Bay Length (ft) 105 Base Capacity (vph) 584 1751 816 584 1472 584 899 584 982 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.01 0.02 0.20 0.04 0.01 1.15 0.04 1.03 Intersection Summary Area Type: Other Cycle Length: 122 Actuated Cycle Length: 62.5 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay (s/veh): 73.6 Intersection LOS: E Intersection Capacity Utilization 78.4% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Logan Avenue N & N 8th Street B - 176 Logan Six 2026 Build Conditions 5: Burnett Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 29 862 27 0 0 0 0 28 27 21 6 0 Future Volume (vph) 29 862 27 0 0 0 0 28 27 21 6 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.934 Flt Protected 0.998 0.963 Satd. Flow (prot) 0 3518 0 0 0 0 0 1740 0 0 1794 0 Flt Permitted 0.998 0.963 Satd. Flow (perm) 0 3518 0 0 0 0 0 1740 0 0 1794 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 172 1226 390 138 Travel Time (s) 3.9 27.9 8.9 3.1 Confl. Peds. (#/hr) 5 2 2 5 21 21 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 998 0 0 0 0 0 59 0 0 30 0 Sign Control Free Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15 B - 177 Logan Six 2026 Build Conditions 5: Burnett Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 862 27 0 0 0 0 28 27 21 6 0 Future Vol, veh/h 29 862 27 0 0 0 0 28 27 21 6 0 Conflicting Peds, #/hr 5 0 2 2 0 5 21 0 0 0 0 21 Sign Control Free Free Free Stop Stop Stop 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 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 937 29 0 0 0 0 30 29 23 7 0 Major/Minor Major1 Minor1 Minor2 Conflicting Flow All 5 0 0 - 1022 485 552 1036 - Stage 1 - - - - 1017 - 5 5 - Stage 2 - - - - 5 - 547 1031 - Critical Hdwy 4.14 - - - 6.54 6.94 7.54 6.54 - Critical Hdwy Stg 1 - - - - 5.54 - - - - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - Follow-up Hdwy 2.22 - - - 4.02 3.32 3.52 4.02 - Pot Cap-1 Maneuver 1615 - - 0 235 528 417 230 0 Stage 1 - - - 0 313 - - - 0 Stage 2 - - - 0 - - 489 308 0 Platoon blocked, % - - Mov Cap-1 Maneuver 1607 - - - 227 527 331 222 - Mov Cap-2 Maneuver - - - - 227 - 331 222 - Stage 1 - - - - 304 - - - - Stage 2 - - - - - - 404 300 - Approach EB NB SB HCM Control Delay, s/v 0.4 19.09 18.36 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBRSBLn1 Capacity (veh/h) 315 109 - - 299 HCM Lane V/C Ratio 0.19 0.02 - - 0.098 HCM Control Delay (s/veh) 19.1 7.3 0.2 - 18.4 HCM Lane LOS C A A - C HCM 95th %tile Q(veh) 0.7 0.1 - - 0.3 B - 178 Logan Six 2026 Build Conditions 6: Burnett Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 11 405 2 37 12 0 0 12 8 Future Volume (vph) 0 0 0 11 405 2 37 12 0 0 12 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.945 Flt Protected 0.950 0.963 Satd. Flow (prot) 0 0 0 1770 3539 1583 0 1794 0 0 1760 0 Flt Permitted 0.950 0.963 Satd. Flow (perm) 0 0 0 1770 3539 1583 0 1794 0 0 1760 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 88 1194 309 762 Travel Time (s) 2.0 27.1 7.0 17.3 Confl. Peds. (#/hr)1 1 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 12 455 2 0 55 0 0 22 0 Sign Control Stop Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.3% ICU Level of Service A Analysis Period (min) 15 B - 179 Logan Six 2026 Build Conditions 6: Burnett Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 11 405 2 37 12 0 0 12 8 Future Vol, veh/h 0 0 0 11 405 2 37 12 0 0 12 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 0 - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 12 455 2 42 13 0 0 13 9 Major/Minor Major2 Minor1 Minor2 Conflicting Flow All 0 0 0 259 482 - - 480 228 Stage 1 - - - 0 0 - - 480 - Stage 2 - - - 259 482 - - 0 - Critical Hdwy 4.14 - - 7.54 6.54 - - 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - - - - Follow-up Hdwy 2.22 - - 3.52 4.02 - - 4.02 3.32 Pot Cap-1 Maneuver - - - 673 482 0 0 484 775 Stage 1 - - - - - 0 0 553 - Stage 2 - - - 723 552 0 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 647 482 - - 484 775 Mov Cap-2 Maneuver - - - 647 482 - - 484 - Stage 1 - - - - - - - 553 - Stage 2 - - - 697 552 - - - - Approach WB NB SB HCM Control Delay, s/v 11.64 11.58 HCM LOS B B Minor Lane/Major Mvmt NBLn1 WBL WBT WBRSBLn1 Capacity (veh/h) 597 - - - 569 HCM Lane V/C Ratio 0.092 - - - 0.039 HCM Control Delay (s/veh) 11.6 - - - 11.6 HCM Lane LOS B - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.1 B - 180 Logan Six 2026 Build Conditions 7: Park Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 52 852 33 0 0 0 0 257 38 172 414 0 Future Volume (vph) 52 852 33 0 0 0 0 257 38 172 414 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.99 0.99 0.99 0.99 Frt 0.994 0.981 Flt Protected 0.950 0.986 Satd. Flow (prot) 1770 3516 0 0 0 0 0 3466 0 0 3490 0 Flt Permitted 0.950 0.764 Satd. Flow (perm) 1768 3516 0 0 0 0 0 3466 0 0 2703 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 6 25 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1226 1509 471 662 Travel Time (s) 27.9 34.3 10.7 15.0 Confl. Peds. (#/hr) 1 2 2 1 5 2 2 5 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 Shared Lane Traffic (%) Lane Group Flow (vph) 54 912 0 0 0 0 0 304 0 0 604 0 Turn Type Perm NA NA pm+pt NA Protected Phases 6 8 7 4 Permitted Phases 6 4 Detector Phase 6 6 8 7 4 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 5.0 10.0 Minimum Split (s) 25.0 25.0 24.0 9.0 24.0 Total Split (s) 26.0 26.0 26.0 14.0 26.0 Total Split (%) 39.4% 39.4%39.4% 21.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None Min None None Act Effct Green (s) 18.4 18.4 16.7 16.7 Actuated g/C Ratio 0.39 0.39 0.35 0.35 v/c Ratio 0.07 0.66 0.24 0.63 Control Delay (s/veh) 10.3 15.0 10.6 16.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 10.3 15.0 10.6 16.4 LOS B B B B Approach Delay (s/veh) 14.8 10.6 16.4 Approach LOS B B B Queue Length 50th (ft) 9 105 28 74 Queue Length 95th (ft) 27 171 51 116 Internal Link Dist (ft) 1146 1429 391 582 Turn Bay Length (ft) B - 181 Logan Six 2026 Build Conditions 7: Park Avenue N & N 3rd Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Base Capacity (vph) 761 1518 1507 1979 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.07 0.60 0.20 0.31 Intersection Summary Area Type: Other Cycle Length: 66 Actuated Cycle Length: 47.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay (s/veh): 14.6 Intersection LOS: B Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 7: Park Avenue N & N 3rd Street B - 182 Logan Six 2026 Build Conditions 8: Park Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 47 330 39 37 258 0 0 539 81 Future Volume (vph) 0 0 0 47 330 39 37 258 0 0 539 81 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00 0.95 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor 0.99 0.98 0.99 0.99 Frt 0.850 0.980 Flt Protected 0.994 0.994 Satd. Flow (prot) 0 0 0 0 5055 1583 0 3518 0 0 3459 0 Flt Permitted 0.994 0.831 Satd. Flow (perm) 0 0 0 0 5053 1563 0 2940 0 0 3459 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)83 22 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1194 1450 662 1307 Travel Time (s) 27.1 33.0 15.0 29.7 Confl. Peds. (#/hr) 1 3 3 1 7 2 2 7 Confl. Bikes (#/hr)1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 410 42 0 320 0 0 674 0 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 2 3 8 4 Permitted Phases 2 2 8 Detector Phase 2 2 2 3 8 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 29.0 29.0 29.0 9.0 26.0 24.0 Total Split (s)30.0 30.0 30.0 19.0 26.0 30.0 Total Split (%)38.0% 38.0% 38.0% 24.1% 32.9% 38.0% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode Min Min Min None Min Min Act Effct Green (s)8.9 8.9 11.9 11.9 Actuated g/C Ratio 0.29 0.29 0.38 0.38 v/c Ratio 0.28 0.08 0.28 0.50 Control Delay (s/veh)9.6 1.7 7.5 8.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh)9.6 1.7 7.5 8.6 LOS A A A A Approach Delay (s/veh)8.9 7.5 8.7 Approach LOS A A A Queue Length 50th (ft)17 0 16 35 Queue Length 95th (ft)40 7 39 78 Internal Link Dist (ft) 1114 1370 582 1227 B - 183 Logan Six 2026 Build Conditions 8: Park Avenue N & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft) Base Capacity (vph)4155 1300 2940 2848 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.10 0.03 0.11 0.24 Intersection Summary Area Type: Other Cycle Length: 79 Actuated Cycle Length: 31.1 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay (s/veh): 8.5 Intersection LOS: A Intersection Capacity Utilization 48.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: Park Avenue N & N 4th Street B - 184 Logan Six 2026 Build Conditions 9: Park Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 144 54 80 8 7 0 4 286 2 4 490 37 Future Volume (vph) 144 54 80 8 7 0 4 286 2 4 490 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 100 0 170 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 Frt 0.910 0.999 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 3189 0 1752 1845 0 1752 3501 0 1752 3466 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1752 3189 0 1752 1845 0 1752 3501 0 1749 3466 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 30 30 30 30 Link Distance (ft) 1272 822 1307 1301 Travel Time (s) 28.9 18.7 29.7 29.6 Confl. Peds. (#/hr)1 1 Confl. Bikes (#/hr)2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 155 144 0 9 8 0 4 310 0 4 567 0 Turn Type Prot NA Prot NA Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 27.0 10.0 27.0 9.5 26.0 9.5 26.0 Total Split (s) 25.0 65.0 25.0 35.0 25.0 45.0 25.0 65.0 Total Split (%) 13.9% 36.1% 13.9% 19.4% 13.9% 25.0% 13.9% 36.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 11.6 20.3 5.3 5.0 5.9 17.2 4.9 17.0 Actuated g/C Ratio 0.23 0.40 0.10 0.10 0.12 0.34 0.10 0.33 v/c Ratio 0.38 0.11 0.04 0.04 0.01 0.26 0.02 0.48 Control Delay (s/veh) 21.8 13.8 26.5 26.5 25.7 13.7 26.7 15.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 21.8 13.8 26.5 26.5 25.7 13.7 26.7 15.9 LOS C B C C C B C B Approach Delay (s/veh) 18.0 26.5 13.9 16.0 B - 185 Logan Six 2026 Build Conditions 9: Park Avenue N & N 6th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach LOS B C B B Queue Length 50th (ft) 36 11 2 2 1 31 1 62 Queue Length 95th (ft) 110 50 17 16 10 80 10 150 Internal Link Dist (ft) 1192 742 1227 1221 Turn Bay Length (ft) 100 100 170 Base Capacity (vph) 717 3084 717 1784 717 3386 717 3352 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.05 0.01 0.00 0.01 0.09 0.01 0.17 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 50.8 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay (s/veh): 16.1 Intersection LOS: B Intersection Capacity Utilization 37.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Park Avenue N & N 6th Street B - 186 Logan Six 2026 Build Conditions 10: Park Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 67 68 39 84 97 79 21 345 58 76 410 34 Future Volume (vph) 67 68 39 84 97 79 21 345 58 76 410 34 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 155 0 95 0 125 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 0.99 0.98 0.99 0.97 0.99 0.99 Frt 0.946 0.933 0.978 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3317 0 1770 3274 0 1770 3455 0 1770 3484 0 Flt Permitted 0.634 0.665 0.950 0.950 Satd. Flow (perm) 1175 3317 0 1224 3274 0 1725 3455 0 1770 3484 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 41 84 11 4 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1202 1521 1301 849 Travel Time (s) 27.3 34.6 29.6 19.3 Confl. Peds. (#/hr) 2 4 4 2 14 14 Confl. Bikes (#/hr)2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Shared Lane Traffic (%) Lane Group Flow (vph) 71 113 0 89 187 0 22 429 0 81 472 0 Turn Type pm+pt NA pm+pt NA Prot NA Prot NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 35.0 55.0 35.0 55.0 65.0 85.0 35.0 55.0 Total Split (%) 16.7% 26.2% 16.7% 26.2% 31.0% 40.5% 16.7% 26.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Min None Min None Min None Min Act Effct Green (s) 14.5 8.3 14.9 8.5 7.1 14.6 9.4 20.7 Actuated g/C Ratio 0.28 0.16 0.28 0.16 0.14 0.28 0.18 0.39 v/c Ratio 0.16 0.20 0.20 0.31 0.09 0.44 0.25 0.34 Control Delay (s/veh) 14.6 17.8 14.8 15.9 26.8 19.5 25.6 14.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 14.6 17.8 14.8 15.9 26.8 19.5 25.6 14.2 LOS B B B B C B C B Approach Delay (s/veh) 16.6 15.6 19.9 15.9 Approach LOS B B B B B - 187 Logan Six 2026 Build Conditions 10: Park Avenue N & N 8th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 15 11 19 16 7 63 24 45 Queue Length 95th (ft) 45 35 54 48 28 117 67 120 Internal Link Dist (ft) 1122 1441 1221 769 Turn Bay Length (ft) 155 95 125 125 Base Capacity (vph) 1089 2951 1089 2918 1717 3455 1089 3095 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.04 0.08 0.06 0.01 0.12 0.07 0.15 Intersection Summary Area Type: Other Cycle Length: 210 Actuated Cycle Length: 52.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay (s/veh): 17.1 Intersection LOS: B Intersection Capacity Utilization 42.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Park Avenue N & N 8th Street B - 188 Logan Six 2026 Build Conditions 11: N 3rd Street & South Site Access PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 16 1055 0 0 10 0 Future Volume (vph) 16 1055 0 0 10 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt Flt Protected 0.999 0.950 Satd. Flow (prot) 0 3536 0 0 1770 0 Flt Permitted 0.999 0.950 Satd. Flow (perm) 0 3536 0 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 189 172 235 Travel Time (s) 4.3 3.9 5.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1164 0 0 11 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 39.6% ICU Level of Service A Analysis Period (min) 15 B - 189 Logan Six 2026 Build Conditions 11: N 3rd Street & South Site Access PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 16 1055 0 0 10 0 Future Vol, veh/h 16 1055 0 0 10 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 1147 0 0 11 0 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 608 - Stage 1 - - 0 - Stage 2 - - 608 - Critical Hdwy 4.14 - 6.84 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 - 3.52 - Pot Cap-1 Maneuver - - 427 0 Stage 1 - - - 0 Stage 2 - - 506 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 427 - Mov Cap-2 Maneuver - - 427 - Stage 1 - - - - Stage 2 - - 506 - Approach EB SB HCM Control Delay, s/v 13.65 HCM LOS B Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) - - 427 HCM Lane V/C Ratio - - 0.025 HCM Control Delay (s/veh) - - 13.6 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 B - 190 Logan Six 2026 Build Conditions 12: North Site Access & N 4th Street PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 0 0 7 443 5 0 Future Volume (vph) 0 0 7 443 5 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.91 0.91 1.00 1.00 Frt Flt Protected 0.999 0.950 Satd. Flow (prot) 0 0 0 5080 1770 0 Flt Permitted 0.999 0.950 Satd. Flow (perm) 0 0 0 5080 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 120 88 187 Travel Time (s) 2.7 2.0 4.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 490 5 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.7% ICU Level of Service A Analysis Period (min) 15 B - 191 Logan Six 2026 Build Conditions 12: North Site Access & N 4th Street PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 0 0 7 443 5 0 Future Vol, veh/h 0 0 7 443 5 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 8 482 5 0 Major/Minor Major2 Minor1 Conflicting Flow All 0 0 208 - Stage 1 - - 0 - Stage 2 - - 208 - Critical Hdwy 5.34 - 5.74 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 6.04 - Follow-up Hdwy 3.12 - 3.82 - Pot Cap-1 Maneuver - - 754 0 Stage 1 - - - 0 Stage 2 - - 741 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 754 - Mov Cap-2 Maneuver - - 754 - Stage 1 - - - - Stage 2 - - 741 - Approach WB NB HCM Control Delay, s/v 9.81 HCM LOS A Minor Lane/Major Mvmt NBLn1 WBL WBT Capacity (veh/h) 754 - - HCM Lane V/C Ratio 0.007 - - HCM Control Delay (s/veh) 9.8 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) 0 - - B - 192 Logan Six 2026 Build Conditions 13: Burnett Avenue N & Commercial Parking Lot PM PEAK-HOUR Kimley-Horn Lanes, Volumes, Timings 03_2026 Build.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 13 13 13 49 19 13 Future Volume (vph) 13 13 13 49 19 13 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.946 Flt Protected 0.976 0.990 Satd. Flow (prot) 1694 0 0 1844 1762 0 Flt Permitted 0.976 0.990 Satd. Flow (perm) 1694 0 0 1844 1762 0 Link Speed (mph) 30 30 30 Link Distance (ft) 195 138 309 Travel Time (s) 4.4 3.1 7.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 28 0 0 67 35 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.0% ICU Level of Service A Analysis Period (min) 15 B - 193 Logan Six 2026 Build Conditions 13: Burnett Avenue N & Commercial Parking Lot PM PEAK-HOUR Kimley-Horn HCM 7th TWSC 03_2026 Build.syn Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 13 13 13 49 19 13 Future Vol, veh/h 13 13 13 49 19 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 14 14 53 21 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 109 28 35 0 - 0 Stage 1 28 - - - - - Stage 2 82 - - - - - 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 888 1048 1577 - - - Stage 1 995 - - - - - Stage 2 942 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 880 1048 1577 - - - Mov Cap-2 Maneuver 880 - - - - - Stage 1 986 - - - - - Stage 2 942 - - - - - Approach EB NB SB HCM Control Delay, s/v 8.88 1.53 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 377 - 956 - - HCM Lane V/C Ratio 0.009 - 0.03 - - HCM Control Delay (s/veh) 7.3 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - B - 194