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Lawrence Road Development Existing (202''YAM <br /> 3: Lawrence Road & US 70 * I 07/13/2023 <br /> -1, --1. "t I i <br /> Lane Group EBL EBT EBR WBL WBT I WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations T. T. +T+ +T+ <br /> Traffic Volume(vph) 4 560 147 4 286 24 81 57 4 131 183 14 <br /> Future Volume(vph) 4 560 147 4 286 24 81 57 4 131 183 14 <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 1709 0 0 1649 0 0 1796 0 <br /> Flt Permitted 0.452 0.082 0.972 0.980 <br /> Satd.Flow(perm) 846 1786 0 152 1709 0 0 1649 0 0 1796 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd.Flow(RTOR) 15 5 1 1 <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% 25% 6% 11% 50% 2% 3% 14% <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) 5 832 0 5 364 0 0 167 0 0 385 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) 90.0 90.0 90.0 90.0 30.0 30.0 30.0 30.0 <br /> Total Split(%) 60.0% 60.0% 60.0% 60.0% 20.0% 20.0% 20.0% 20.0% <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) 62.3 62.3 62.3 62.3 20.8 25.7 <br /> Actuated g/C Ratio 0.50 0.50 0.50 0.50 0.17 0.21 <br /> v/c Ratio 0.01 0.92 0.07 0.42 0.61 1.03 <br /> Control Delay 14.8 44.2 17.8 20.4 60.7 105.2 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 14.8 44.2 17.8 20.4 60.7 105.2 <br /> LOS B D B C E F <br /> Approach Delay 44.0 20.4 60.7 105.2 <br /> Approach LOS D C E F <br /> Queue Length 50th(ft) 2 592 2 176 126 -351 <br /> Queue Length 95th(ft) 8 737 9 240 220 #636 <br /> Internal Link Dist(ft) 1108 6130 3371 1149 <br /> Turn Bay Length(ft) 125 150 <br /> Base Capacity(vph) 595 1261 107 1203 342 372 <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 -A 0 <br /> Reduced v/c Ratio 0.01 0.66 0.05 0.30 0.49 1.03 <br /> Intersection Summary <br /> Area Type: Other <br /> Cycle Length:150 <br /> Actuated Cycle Length:124.3 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolExisting(2022).syn <br /> Kimley-Horn Synchro 11 Report <br />