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Lawrence Road Development Existing (202''PPM <br /> 2: NC 86/Elizabeth Brady Road & US 70A * I 07/13/2023 <br /> -1, --1. "t <br /> Lane Group ABL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +T r +T+ T. T. <br /> Traffic Volume(vph) 9 162 230 195 150 8 272 17 208 20 38 17 <br /> Future Volume(vph) 9 162 230 195 150 8 272 17 208 20 38 17 <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 1905 1623 0 1824 0 1831 1628 0 1562 1734 0 <br /> Flt Permitted 0.978 0.732 0.950 0.950 <br /> Satd.Flow(perm) 0 1867 1623 0 1373 0 1831 1628 0 1562 1734 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd.Flow(RTOR) 149 2 219 13 <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 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br /> Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br /> Heavy Vehicles(%) 2% 2% 2% 3% 2% 25% 3% 12% 2% 15% 3% 6% <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(%) MMMMM <br /> Lane Group Flow(vph) 0 180 242 0 371 0 286 237 0 21 58 0 <br /> Turn Type Perm NAN 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) 80.0 80.0 80.0 20.0 100.0 20.0 20.0 20.0 20.0 <br /> Total Split(%) 57.1% 57.1% 57.1% 14.3% 71.4% 14.3% 14.3% 14.3% 14.3% <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) 29.3 29.3 29.3 15.7 15.7 8.1 8.1 <br /> Actuated g/C Ratio 0.45 0.45 0.45 0.24 0.24 0.12 0.12 <br /> v/c Ratio 0.21 0.30 0.60 0.65 0.42 0.11 0.25 <br /> Control Delay 11.8 5.7 18.3 35.2 8.2 31.9 28.2 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 11.8 5.7 18.3 35.2 8.2 31.9 28.2 <br /> LOS B A B D A C C <br /> Approach Delay 8.3 18.3 23.0 29.2 <br /> Approach LOS A B C C <br /> Queue Length 50th(ft) 44 22 111 108 6 8 17 <br /> Queue Length 95th(ft) 79 58 191 #273 67 31 56 <br /> Internal Link Dist(ft) 1373 6341 779 717 <br /> Turn Bay Length(ft) 25 200 100 <br /> Base Capacity(vph) 1839 1601 1373 442 559 377 428 <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 0.10 0.15 0.27 0.65 0.42 0.06 0.14 <br /> Intersection Summary i <br /> Area Type: Other <br /> Cycle Length:140 1 <br /> Actuated Cycle Length:65 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolExisting(2022).syn <br /> Kimley-Horn Synchro 11 Report <br />