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Lawrence Road Development Build-out(202�PAM <br /> 1: Lawrence Road & US 70A * 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) 52 176 179 48 229 12 144 175 33 6 279 138 <br /> Future Volume(vph) 52 176 179 48 229 12 144 175 33 6 279 138 <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(%) 0% 0% 0% 0% <br /> Storage Length(ft) 0 0 0 0 0 0 0 0 <br /> Storage Lanes 0 0 0 0 0 0 0 0 <br /> Taper Length(ft) 25 25 25 25 <br /> Satd.Flow(prot) 0 1720 0 0 1744 0 0 1774 0 0 1779 0 <br /> Flt Permitted 0.923 0.875 0.635 0.994 <br /> Said.Flow(perm) 0 1598 0 0 1538 0 0 1150 0 0 1770 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd.Flow(RTOR) 76 4 11 53 <br /> Link Speed(mph) 40 40 45 45 <br /> Link Distance(ft) 6421 1447 987 3451 <br /> Travel Time(s) 109.4 24.7 15.0 52.3 <br /> Confl.Peds.(#/hr) <br /> Confl.Bikes(#/hr) <br /> 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 <br /> Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br /> Heavy Vehicles(%) 2% 5% 2% 6% 8% 2% 2% 5% 3% 2% 2% 2% <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) 0 437 0 0 311 0 0 378 0 0 454 0 <br /> Turn Type Perm NA Perm NA Perm NA Perm NA <br /> Protected Phases 2 6 4 8 <br /> Permitted Phases 2 6 4 8 <br /> Detector Phase 2 2 6 6 4 4 8 8 <br /> Switch Phase <br /> Minimum Initial(s) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 <br /> Minimum Split(s) 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 <br /> Total Split(s) 28.0 28.0 28.0 28.0 32.0 32.0 32.0 32.0 <br /> Total Split(%) 46.7% 46.7% 46.7% 46.7% 53.3% 53.3% 53.3% 53.3% <br /> Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 <br /> All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 <br /> Lost Time Adjust(s) -2.0 -2.0 -2.0 -2.0 <br /> Total Lost Time(s) 5.0 5.0 5.0 5.0 <br /> Lead/Lag <br /> Lead-Lag Optimize? <br /> Recall Mode None None Min Min None None Min Min <br /> Act Effct Green(s) 19.0 19.0 22.2 22.2 <br /> Actuated g/C Ratio 0.37 0.37 0.43 0.43 <br /> v/c Ratio 0.69 0.55 0.75 0.57 <br /> Control Delay 18.5 17.9 24.4 13.4 <br /> Queue Delay 0.0 0.0 0.0 0.0 <br /> Total Delay 18.5 17.9 24.4 13.4 <br /> LOS B B C B <br /> Approach Delay 18.5 17.9 24.4 13.4 <br /> Approach LOS B B C B <br /> Queue Length 50th(ft) 97 78 91 88 <br /> Queue Length 95th(ft) 193 150 #233 175 <br /> Internal Link Dist(ft) 6341 1367 907 3371 <br /> Turn Bay Length(ft) <br /> Base Capacity(vph) 777 710 627 981 <br /> Starvation Cap Reductn 0 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 <br /> Reduced v/c Ratio 0.56 0.44 0.60 0.46 <br /> Intersection Summary j <br /> Area Type: Other <br /> Cycle Length:60 ` <br /> Actuated Cycle Length:51.6 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBuild-out(2025)-Improved.syn <br /> Kimley-Horn Synchro 11 Report <br />