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I <br /> I HCM 2010 Signalized Intersection Capacity Analysis <br /> 1: Seaway Boulevard & 75th Street SW 3/30/2015 <br /> Movement ESL EBT , r •. y.mom, wBT___,: ' _u,: NBt NBT NBR SBL SST SBR <br /> I Lane Configurations f� 1+ "Pi '�'� '� <br /> Volume(vph) 71 89 559 406 13 35 66 338 302 149 1103 37 <br /> Movement Number 7 4 14 3 8 18 5 2 12 1 6 16 <br /> I 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/ln 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 760 781 349 373 392 275 132 603 538 239 1397 47 <br /> I 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 43.5 43.8 398.5 161.0 42.9 44.1 66.6 40.9 41.4 64.2 51.3 51.5 <br /> Movement LOS D D F F D D E D D E D D <br /> Approach Volume,veh/h 782 493 767 1401 <br /> I Approach Delay,s/veh 319.5 <br /> F 148.E 43.5 52.9 <br /> Approach LOS F D D <br /> I 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 14.64 55.00 34.50 34.50 10.62 59.02 <br /> I 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+I1),s 8.37 26.98 32.00 32.00 5.00 44.56 <br /> I <br /> Green Extension Time(g_e),s 1.29 20.81 0.00 0.00 0.71 5.23 <br /> Probability of Phase Call(p_c) 0.998 1.000 1.000 1.000 0.937 1.000 <br /> Probability of Max Out(p_x) 0.001 0.920 1.000 1.000 0.000 1.000 <br /> Assigned Movement 1 3 7 5 <br /> Mvmt.Sat Flow,veh/h 3441.64 1723.36 3510.48 3250.44 <br /> i Through Movement Data <br /> Assigned Movement 2 8 4 6 <br /> Mvmt.Sat Flow,veh/h 1671.30 1809.52 3610.00 3584.11 <br /> I Right-Turn Movement Data <br /> Assigned Movement 12 18 14 16 <br /> Mvmt.Sat Flow,veh/h 1492.88 1271.54 1615.00 120.18 <br /> ILeft 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 Lanes in Group 2 0 1 2 2 0 0 0 <br /> Group Volume(v), veh/h 162.0 0.0 441.3 77.2 71.7 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 Queue Serve Time(g_s),s 6.4 0.0 30.0 2.4 3.0 0.0 0.0 0.0 <br /> Cycle Queue Clear Time(g_c),s 6.4 0.0 30.0 2.4 3.0 0.0 0.0 0.0 <br /> No-Build Alt 3/13/2015 2018 PM Synchro 8 Report <br /> B. Powell Page 1 <br /> I <br />