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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