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Lawrence Road Development Build-out(202iffAM <br /> 2: NC 86/Elizabeth Brady Road & US 70A * I 07/13/2023 <br /> -1, --1. "t <br /> Lane Group iJkBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +T r +T+ Vii T. Vii T. <br /> Traffic Volume(vph) 16 168 226 162 148 10 218 32 191 6 8 4 <br /> Future Volume(vph) 16 168 226 162 148 10 218 32 191 6 8 4 <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(%) -5% -4% -9% 1% <br /> Storage Length(ft) 0 25 0 0 200 0 100 0 <br /> Storage Lanes 0 1 0 0 1 0 1 0 <br /> Taper Length(ft) 25 25 100 100 <br /> Satd.Flow(prot) 0 1846 1562 0 1845 0 1779 1672 0 1535 1519 0 <br /> Flt Permitted 0.954 0.738 0.950 0.950 <br /> Satd.Flow(perm) 0 1768 1562 0 1397 0 1779 1672 0 1535 1519 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd.Flow(RTOR) 271 4 210 4 <br /> Link Speed(mph) 40 40 45 45 <br /> Link Distance(ft) 1453 6421 859 797 <br /> Travel Time(s) 24.8 109.4 13.0 12.1 <br /> Confl.Peds.(#/hr) <br /> Confl.Bikes(Nhr) 1 <br /> Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 <br /> Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br /> Heavy Vehicles(%) 6% 5% 6% 2% 2% 2% 6% 6% 3% 17% 25% 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) 0 203 248 0 352 0 240 245 0 7 13 0 <br /> Turn Type Perm NA Perm pm+pt NA Split NA Split NA <br /> Protected Phases 2 1 6 3 3 4 4 <br /> Permitted Phases 2 2 6 <br /> Detector Phase 2 2 2 1 6 3 3 4 4 <br /> Switch Phase <br /> Minimum Initial(s) 12.0 12.0 12.0 7.0 12.0 7.0 7.0 7.0 7.0 <br /> Minimum Split(s) 19.0 19.0 19.0 13.0 19.0 14.0 14.0 13.0 13.0 <br /> Total Split(s) 19.0 19.0 19.0 13.0 32.0 15.0 15.0 13.0 13.0 <br /> Total Split(%) 31.7% 31.7% 31.7% 21.7% 53.3% 25.0% 25.0% 21.7% 21.7% <br /> Yellow Time(s) 4.6 4.6 4.6 3.0 4.9 5.5 5.5 4.4 4.4 <br /> All-Red Time(s) 1.9 1.9 1.9 2.8 1.4 1.0 1.0 1.2 1.2 <br /> Lost Time Adjust(s) -1.5 -1.5 -1.3 -1.5 -1.5 -0.6 -0.6 <br /> Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 <br /> Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag <br /> Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes <br /> Recall Mode Min Min Min None Min None None None None <br /> Act Effct Green(s) 22.5 22.5 22.5 10.0 10.0 7.9 7.9 <br /> Actuated g/C Ratio 0.50 0.50 0.50 0.22 0.22 0.18 0.18 <br /> v/c Ratio 0.23 0.27 0.50 0.61 0.46 0.03 0.05 <br /> Control Delay 7.8 2.0 11.1 28.2 8.5 20.3 18.0 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 7.8 2.0 11.1 28.2 8.5 20.3 18.0 <br /> LOS A A B C A C B <br /> Approach Delay 4.6 11.1 18.2 18.8 <br /> Approach LOS A B B B <br /> Queue Length 50th(ft) 22 0 45 56 7 2 2 <br /> Queue Length 95th(ft) 80 27 158 #189 65 12 16 <br /> Internal Link Dist(ft) 1373 6341 779 717 <br /> Turn Bay Length(ft) 25 200 100 <br /> Base Capacity(vph) 889 920 876 412 549 284 284 <br /> Starvation Cap Reductn 0 0 0 0 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.23 0.27 0.40 0.58 0.45 0.02 0.05 <br /> Intersection Summary L <br /> Area Type: Other <br /> Cycle Length:60 E <br /> Actuated Cycle Length:44.8 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBuild-out(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />