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Lawrence Road Development Background (202TAM <br /> 3: Lawrence Road & US 70 * I 07/13/2023 <br /> -1, --1. "t I i <br /> Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations T. T. +T+ +T+ <br /> Traffic Volume(vph) 4 586 154 4 299 25 85 60 4 137 191 15 <br /> Future Volume(vph) 4 586 154 4 299 25 85 60 4 137 191 15 <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br /> Lane Width(ft) 12 12 12 12 12 12 12 12 12 12 12 12 <br /> Grade(%) -1% 1% 4% 0% <br /> Storage Length(ft) 125 0 150 0 0 0 0 0 <br /> Storage Lanes 1 0 1 0 0 0 0 0 <br /> Taper Length(ft) 100 100 25 25 <br /> Satd.Flow(prot) 1778 1786 0 1761 1712 0 0 1656 0 0 1796 0 <br /> Flt Permitted 0.446 0.091 0.972 0.980 <br /> Satd.Flow(perm) 835 1786 0 169 1712 0 0 1656 0 0 1796 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd.Flow(RTOR) 21 6 1 2 <br /> Link Speed(mph) 55 55 45 45 <br /> Link Distance(ft) 1188 6210 3451 1229 <br /> Travel Time(s) 14.7 77.0 52.3 18.6 <br /> Confl.Peds.(#/hr) <br /> Confl.Bikes(#/hr) <br /> Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 <br /> Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br /> Heavy Vehicles(%) 2% 4% 2% 2% 8% 24% 6% 10% 50% 2% 3% 13% <br /> Bus Blockages(#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Parking (#/hr) <br /> Mid-Block Traffic(%) 0% 0% 0% 0% <br /> Shared Lane Traffic(%) <br /> Lane Group Flow(vph) 5 870 0 5 381 0 0 176 0 0 404 0 <br /> Turn Type Perm NA Split NA Split NA <br /> Protected Phases 2 6 3 3 4 4 <br /> Permitted Phases 2 6 <br /> Detector Phase 2 2 6 6 3 3 4 4 <br /> Switch Phase <br /> Minimum Initial(s) 14.0 14.0 14.0 14.0 7.0 7.0 7.0 7.0 <br /> Minimum Split(s) 21.0 21.0 21.0 21.0 14.0 14.0 13.0 13.0 <br /> Total Split(s) 49.0 49.0 49.0 49.0 15.0 15.0 26.0 26.0 <br /> Total Split(%) 54.4% 54.4% 54.4% 54.4% 16.7% 16.7% 28 9% 28 9% <br /> Yellow Time(s) 5.3 5.3 5.1 5.1 4.2 4.2 4.5 4.5 <br /> All-Red Time(s) 1.0 1.0 1.0 1.0 1.9 1.9 1.4 1.4 <br /> Lost Time Adjust(s) -1.3 -1.3 -1.1 -1.1 -1.1 -0.9 <br /> Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 <br /> Lead/Lag Lead Lead Lag Lag <br /> Lead-Lag Optimize? Yes Yes Yes Yes <br /> Recall Mode Min Min Min Min None None None None <br /> Act Effct Green(s) 44.0 44.0 44.0 44.0 10.0 21.0 <br /> Actuated g/C Ratio 0.49 0.49 0.49 0.49 0.11 0.23 <br /> v/c Ratio 0.01 0.99 0.06 0.45 0.96 0.96 <br /> Control Delay 12.0 50.8 14.5 17.0 98.2 71.3 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 12.0 50.8 14.5 17.0 98.2 71.3 <br /> LOS B D B B F E <br /> Approach Delay 50.6 17.0 98.2 71.3 <br /> Approach LOS D B F E <br /> Queue Length 50th(ft) 1 459 1 134 101 227 <br /> Queue Length 95th(ft) 7 #663 8 192 #210 #373 <br /> Internal Link Dist(ft) 1108 6130 3371 1149 <br /> Turn Bay Length(ft) 125 150 <br /> Base Capacity(vph) 408 883 82 840 184 420 <br /> Starvation Cap Reductn 0 0 0 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.01 0.99 0.06 0.45 0.96 0.96 <br /> Intersection Summary <br /> Area Type: Other <br /> Cycle Length:90 W <br /> Actuated Cycle Length:90 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBackground(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />