APPENDICES. APPENDIX D Synchro Level of Service Output Sheets
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1 APPENDICES APPENDIX D Synchro Level of Service Output Sheets
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12 Lanes, Volumes, Timings NO BUILD 2016 PM 8: 10th St & Thain Rd 10/05/2016 Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR 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 1.00 Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) 1 Peak Hour Factor Heavy Vehicles (%) 0% 0% 0% 0% 0% 2% 0% 1% 0% 0% 0% 0% Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Perm NA Perm NA Free pm+pt NA pm+pt NA Protected Phases Permitted Phases 4 8 Free 2 6 Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 39.7% 39.7% 39.7% 39.7% 10.4% 51.6% 8.6% 49.9% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Page 1
13 Lanes, Volumes, Timings NO BUILD 2016 PM 8: 10th St & Thain Rd 10/05/2016 Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Vehicle Extension (s) Recall Mode Max Max Max Max None C-Max None C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C C C A B B B B Approach Delay Approach LOS C C B B 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 Area Type: Other Cycle Length: Actuated Cycle Length: Offset: 0 (0%), Referenced to phase 2:SETL and 6:NWTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 20.2 Intersection LOS: C Intersection Capacity Utilization 53.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 8: 10th St & Thain Rd Page 2
14 HCM 2010 TWSC 2040 No Build + Nez Perce Dr 2: Main St/Mill Rd & Lapwai Rd 8/22/2016 Intersection Int Delay, s/veh 8.7 Movement WBL WBR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - Yield - None Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Minor1 Major1 Major2 Conflicting Flow All Stage Stage Critical Hdwy Critical Hdwy Stg Critical Hdwy Stg Follow-up Hdwy Pot Cap-1 Maneuver Stage Stage Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage Stage Approach WB NE SW HCM Control Delay, s HCM LOS C Minor Lane/Major Mvmt NET NERWBLn1WBLn2 SWL SWT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS - - C A A - HCM 95th %tile Q(veh) Page 1
15 Lanes, Volumes, Timings 2040 LRTP 2: Main St/Mill Rd & Lapwai Rd 8/23/2016 Lane Group WBL WBR NET NER SWL SWT Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) 0% 6% 21% 1% 40% 40% Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Perm Free NA Free Perm NA Protected Phases 4 8 Permitted Phases 6 Free Free 8 Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 63.3% 36.7% 36.7% 36.7% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Min None None None Page 1
16 Lanes, Volumes, Timings 2040 LRTP 2: Main St/Mill Rd & Lapwai Rd 8/23/2016 Lane Group WBL WBR NET NER SWL SWT Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A A A A Approach Delay Approach LOS A A A 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 Area Type: Other Cycle Length: 60 Actuated Cycle Length: 29.2 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay: 6.7 Intersection Capacity Utilization 35.3% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 2: Main St/Mill Rd & Lapwai Rd Page 2
17 1 NS x 1 EW Roundabout Design and Results Project Name: Gun Club Corridor Study Project Number: Location Main Street & Lapwai Road Date August 19, 2016 VOLUME / CAPACITY RATIO: Critical Lane Volume Sum < Zone Zone Zone Zone Predicted approach capacity 694 PCEPH 0.00 V/C 0 Predicted approach capacity 764 PCEPH 0.13 V/C 1 Predicted approach capacity Predicted approach capacity 1121 PCEPH 934 PCEPH 0.30 V/C V/C 0 Capacity Analysis for Planning of Junctions
18 HCM 2010 TWSC 2040 No Build + Nez Perce Dr 4: Gun Club Rd & Lapwai Rd 8/22/2016 Intersection Int Delay, s/veh 6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Major1 Major2 Minor1 Conflicting Flow All Stage Stage Critical Hdwy Critical Hdwy Stg Critical Hdwy Stg Follow-up Hdwy Pot Cap-1 Maneuver Stage Stage Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage Stage Approach EB WB NB HCM Control Delay, s HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS C - - A A HCM 95th %tile Q(veh) Page 1
19 HCM 2010 TWSC 2040 Immediate Improvements 4: Gun Club Rd & Lapwai Rd 8/22/2016 Intersection Int Delay, s/veh 4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Major1 Major2 Minor1 Conflicting Flow All Stage Stage Critical Hdwy Critical Hdwy Stg Critical Hdwy Stg Follow-up Hdwy Pot Cap-1 Maneuver Stage Stage Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage Stage Approach EB WB NB HCM Control Delay, s HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS C - - A - HCM 95th %tile Q(veh) Page 1
20 Lanes, Volumes, Timings 2040 LRTP 4: Gun Club Rd & Lapwai Rd 8/23/2016 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Grade (%) 1% -1% -2% Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) 0% 0% 0% 3% 0% 0% Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type NA Perm Perm NA Perm Protected Phases 4 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 48.9% 48.9% 48.9% 48.9% 51.1% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Page 1
21 Lanes, Volumes, Timings 2040 LRTP 4: Gun Club Rd & Lapwai Rd 8/23/2016 Lane Group EBT EBR WBL WBT NBL NBR Recall Mode None None None None Min Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS A A A A A Approach Delay Approach LOS A A A 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 Area Type: Other Cycle Length: 45 Actuated Cycle Length: 28.8 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay: 6.8 Intersection Capacity Utilization 41.8% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A Splits and Phases: 4: Gun Club Rd & Lapwai Rd Page 2
22 1 NS x 1 EW Roundabout Design and Results Project Name: Gun Club Corridor Study Project Number: Location Lapwai Road & Gun Club Road Date August 19, 2016 Critical Lane Volume Sum < VOLUME / CAPACITY RATIO: Zone Zone Zone Zone Predicted approach capacity 817 PCEPH 0.00 V/C 0 Predicted approach capacity 945 PCEPH 0.15 V/C 1 Predicted approach capacity Predicted approach capacity 1094 PCEPH 863 PCEPH 0.52 V/C V/C 0 Capacity Analysis for Planning of Junctions
23 HCM 2010 TWSC 2040 No Build + Nez Perce Dr 6: 10th St & Warner Ave 8/22/2016 Intersection Int Delay, s/veh 5.3 Movement NBL NBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Minor1 Major1 Major2 Conflicting Flow All Stage Stage Critical Hdwy Critical Hdwy Stg Critical Hdwy Stg Follow-up Hdwy Pot Cap-1 Maneuver Stage Stage Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage Stage Approach NB SE NW HCM Control Delay, s HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2 NWL NWT SET SER Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS C A A A - - HCM 95th %tile Q(veh) Page 1
24 HCM 2010 TWSC 2040 Immediate Improvements 6: 10th St & Warner Ave 8/22/2016 Intersection Int Delay, s/veh 5.3 Movement NBL NBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Minor1 Major1 Major2 Conflicting Flow All Stage Stage Critical Hdwy Critical Hdwy Stg Critical Hdwy Stg Follow-up Hdwy Pot Cap-1 Maneuver Stage Stage Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage Stage Approach NB SE NW HCM Control Delay, s HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2 NWL NWT SET SER Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS C A A HCM 95th %tile Q(veh) Page 1
25 HCM 2010 TWSC 2040 Alternative 1 6: 10th St & Warner Ave 8/23/2016 Intersection Int Delay, s/veh 0 Movement NBL NBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control Free Free Stop Stop Stop Stop RT Channelized - None - None - None Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Major1 Minor2 Minor1 Conflicting Flow All Stage Stage Critical Hdwy Critical Hdwy Stg Critical Hdwy Stg Follow-up Hdwy Pot Cap-1 Maneuver Stage Stage Platoon blocked, % - Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage Stage Approach NB SE NW HCM Control Delay, s HCM LOS - - Minor Lane/Major Mvmt NBL NBRNWLn1NWLn2 SELn1 SELn2 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Page 1
26 SimTraffic Performance Report 2040 Alternative 1 8/23/2016 6: 10th St & Warner Ave Performance by movement Movement NBL NBR SET SER NWL NWT All Denied Del/Veh (s) Total Del/Veh (s) Gun Club Corridor Study SimTraffic Report Page 1
27 Lanes, Volumes, Timings 2040 No Build + Nez Perce Dr 8: 10th St & Thain Rd 11/14/2016 Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR 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 1.00 Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) 1 Peak Hour Factor Heavy Vehicles (%) 0% 0% 0% 0% 0% 2% 0% 1% 0% 0% 0% 0% Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Perm NA Perm NA Free pm+pt NA pm+pt NA Protected Phases Permitted Phases 4 8 Free 2 6 Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 38.9% 38.9% 38.9% 38.9% 10.4% 52.5% 8.6% 50.8% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Page 1
28 Lanes, Volumes, Timings 2040 No Build + Nez Perce Dr 8: 10th St & Thain Rd 11/14/2016 Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Vehicle Extension (s) Recall Mode Max Max Max Max None C-Max None C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS D C C C A B B B B Approach Delay Approach LOS C C B B 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 Area Type: Other Cycle Length: Actuated Cycle Length: Offset: 0 (0%), Referenced to phase 2:SETL and 6:NWTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 21.1 Intersection LOS: C Intersection Capacity Utilization 65.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 8: 10th St & Thain Rd Page 2
29 Lanes, Volumes, Timings 2040 Alternative 1 8: 10th St & Thain Rd 11/14/2016 Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR 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 1.00 Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) 1 Peak Hour Factor Heavy Vehicles (%) 0% 0% 0% 0% 0% 2% 0% 1% 0% 0% 0% 0% Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type pm+pt NA pm+pt NA Free pm+pt NA pm+pt NA Protected Phases Permitted Phases 4 8 Free 2 6 Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 15.5% 32.0% 10.4% 26.8% 9.5% 49.1% 8.6% 48.2% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Page 1
30 Lanes, Volumes, Timings 2040 Alternative 1 8: 10th St & Thain Rd 11/14/2016 Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Vehicle Extension (s) Recall Mode None Max None Max None C-Max None C-Max Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS C C C D A B C B C Approach Delay Approach LOS C C C C 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 Area Type: Other Cycle Length: Actuated Cycle Length: Offset: 0 (0%), Referenced to phase 2:SETL and 6:NWTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 23.3 Intersection LOS: C Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 8: 10th St & Thain Rd Page 2
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