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Lawrence Road Development Existing (202''PAM <br /> 2: NC 86/Elizabeth Brady Road & US 70A * I 07/13/2023 <br /> -1, --1. "t <br /> Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +' r +T+ T. T. <br /> Traffic Volume(vph) 15 149 216 149 136 10 208 31 172 6 8 4 <br /> Future Volume(vph) 15 149 216 149 136 10 208 31 172 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 1844 1562 0 1834 0 1763 1675 0 1535 1518 0 <br /> Flt Permitted 0.958 0.749 0.950 0.950 <br /> Satd.Flow(perm) 0 1774 1562 0 1409 0 1763 1675 0 1535 1518 0 <br /> Right Turn on Red Yes Yes Yes Yes <br /> Satd.Flow(RTOR) 146 3 160 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(%) 7% 5% 6% 3% 2% 2% 7% 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) 0 180 237 0 324 0 229 223 0 7 13 0 <br /> Turn Type Perm N�t NA Split NA Split NA <br /> Protected Phases 2 1 6 3 3 4 4 <br /> Permitted Phases 2 <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) 23.7 23.7 23.7 15.6 15.6 7.9 7.9 <br /> Actuated g/C Ratio 0.46 0.46 0.46 0.30 0.30 0.15 0.15 <br /> v/c Ratio 0.22 0.30 0.50 0.43 0.36 0.03 0.06 <br /> Control Delay 9.5 5.0 13.1 20.9 8.9 24.7 21.7 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 9.5 5.0 13.1 20.9 8.9 24.7 21.7 <br /> LOS ' A A B C A C C <br /> Approach Delay 6.9 13.1 15.0 22.7 <br /> Approach LOS = A B B C <br /> Queue Length 50th(ft) 26 13 55 54 13 2 2 <br /> Queue Length 95th(ft) 81 59 160 158 78 14 19 <br /> Internal Link Dist(ft) 1373 6341 779 717 <br /> Turn Bay Length(ft) 25 200 100 <br /> Base Capacity(vph) 1774 1562 1409 533 618 464 462 <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 0.23 0.43 0.36 0.02 0.03 <br /> Intersection Summary i <br /> Area Type: Other <br /> Cycle Length:140 1" EL <br /> Actuated Cycle Length:51.5 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolExisting(2022).syn <br /> Kimley-Horn Synchro 11 Report <br />