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I <br /> I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> 1: Seaway Boulevard & 75th Street SW 3/19/2015 <br /> Movement EBL EBT EBR WIN. WBT WBR NBL NBT NBR SBL SBT SBR <br /> I Lane Configurations ill ++ 41+ �t 'II +1+ <br /> Volume(vph) 69 86 543 394 13 34 64 328 293 145 '1071 36 <br /> Movement Number 7 4 14 3 8 18 5 2 12 1 6 16 <br /> I <br /> Initial Queue,veh 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Ped Bike Adj. Factor(A_pbT) 1.00 1.00 1.00 0.83 1.00 1.00 1.00 1.00 <br /> Parking,Bus Adj.Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Adj. Sat. Flow Rate,veh/h/In 1900 1900 1900 1810 1810 1810 1759 1759 1759 1863 '1863 1863 <br /> I Lanes 2 2 1 1 2 0 2 2 0 2 2 0 <br /> Lane Assignment <br /> Capacity,veh/h 761 782 350 373 392 278 131 604 539 234 '1394 47 <br /> I <br /> Proportion Arriving On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.04 0.36 0.36 0.07 0.39 0.39 <br /> Movement Delay,s/veh 43.4 43.6 375.2 147.0 42.8 43.9 66.4 40.1 40.6 64.3 49.2 49.4 <br /> Movement LOS D D F F D D E D D E D D <br /> Approach Volume,veh/h 759 479 745 1361 <br /> ' Approach Delay,s/veh 301.5 136.0 42.8 51.0 <br /> Approach LOS F F D D <br /> Timer: 1 2 3 4 5 6 7 8 <br /> I <br /> Assigned Phase 1 2 8 4 5 6 <br /> Case No 2.0 4.0 10.0 9.0 2.0 4.0 <br /> Phase Duration(G+Y+Rc),s 14.42 55.00 34.50 34.50 10.59 58.84 <br /> I <br /> Change Period(Y+Rc),s 5.00 5.00 4.50 4.50 5.00 5.00 <br /> Max.Allowable Headway(MAH),s 6.36 7.86 4.12 3.38 7.33 7.86 <br /> Maximum Green Setting(Gmax),s 30.00 50.00 30.00 30.00 35.00 50.00 <br /> Max.Queue Clearance Time(g_c+11),s 8.19 25.98 32.00 32.00 4.91 42.72 <br /> I <br /> Green Extension Time(g_e),s 1.25 21.36 0.00 0.00 0.68 6.92 <br /> Probability of Phase Call(p_c) 0.998 1.000 1.000 1.000 0.931 1.000 <br /> Probability of Max Out(p_x) 0.001 0.904 1.000 1.000 0.000 1.000 <br /> _ <br /> Assigned Movement 1 3 7 5 <br /> Mvmt.Sat Flow,veh/h 3441.64 1723.36 3510.48 3250.44 <br /> 1 Throw Delta <br /> Assigned Movement 2 8 4 6 <br /> Mvmt. Sat Flow,veh/h 1671.30 1809.52 3610.00 3583.81 <br /> I <br /> Right-Turn Movement Data <br /> Assigned Movement 12 18 14 16 <br /> Mvmt.Sat Flow,veh/h 1492.89 1280.48 1615.00 120.42 <br /> I <br /> Left Lane Group Data <br /> Assigned Movement 1 0 3 7 5 0 0 0 <br /> Lane Assignment L(Prot) L L L(Prot) <br /> I <br /> Lanes in Group 2 0 1 2 2 0 0 0 <br /> Group Volume(v),veh/h 157.6 0.0 428.3 75.0 69.6 0.0 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 1720.8 0.0 1723.4 1755.2 1625.2 0.0 0.0 0.0 <br /> I <br /> Queue Serve Time(g_s),s 6.2 0.0 30.0 2.4 2.9 0.0 0.0 0.0 <br /> Cycle Queue Clear Time(g_c),s 6.2 0.0 30.0 2.4 2.9 0.0 0.0 0.0 <br /> 2015 No Build 3/13/2015 PM Synchro 8 Report <br /> B.Powell Page 1 <br /> I <br />