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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> I <br /> 1: Seaway Boulevard & 75th Street SW 3/19/2015 <br /> I Initial Queue(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Final(Residual)Queue(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Saturated Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Saturated Queue(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Saturated Capacity(cs),veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Initial Queue Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Right Lane Group Data <br /> Assigned Movement 0 12 18 14 0 16 0 0 <br /> Lane Assignment T+R T+R R T+R <br /> Lanes in Group 0 1 1 1 0 1 0 0 <br /> I Group Volume(v),veh/h 0.0 1011.4 120.7 42.4 0.0 121.6 0.0 0.0 <br /> Group Sat.Flow(s),veh/hlln 0.0 1724.7 1173.1 1615.0 0.0 1684.4 0.0 0.0 <br /> Queue Serve Time(g_s),s 0.0 73.4 12.6 3.4 0.0 6.5 0.0 0.0 <br /> I Cycle Queue Clear Time(g_c),s 0.0 73.4 12.6 3.4 0.0 6.5 0.0 0.0 <br /> Prot RT Sat Flow Rate(s_R),veh/h/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Prot RT Eff.Green (g_R),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Proportion RT Outside Lane(P_R) 0.000 0.311 1.000 1.000 0.000 0.492 0.000 0.000 <br /> Lane Group Capacity(c),veh/h 0.0 1057.0 209.E 69.6 0.0 630.2 0.0 0.0 <br /> Volume-to-Capacity Ratio(X) 0.000 0.957 0.576 0.609 0.000 0.193 0.000 0.000 <br /> Available Capacity(c_a),veh/h 0.0 1057.0 263.3 362.5 0.0 630.2 0.0 0.0 <br /> I Upstream Filter Factor(I) 0.000 1.000 1.000 1.000 0.000 1.000 0.000 0.000 <br /> Uniform Delay(dl),s/veh 0.0 24.2 50.2 62.8 0.0 28.2 0.0 0.0 <br /> Incremental Delay(d2),s/veh 0.0 19.1 2.5 3.2 0.0 0.7 0.0 0.0 <br /> Initial Queue Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I <br /> Control Delay(d),s/veh 0.0 43.3 52.7 66.0 0.0 28.9 0.0 0.0 <br /> First Term Queue(Q1),veh/In 0.0 28.1 3.7 1.4 0.0 2.7 0.0 0.0 <br /> Second-Term Queue(Q2),veh/In 0.0 5.6 0.1 0.1 0.0 0.1 0.0 0.0 <br /> I Third-Term Queue(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Percentile bk-of-que factor(f_B%) 0.000 1.000 1.000 1.000 0.000 1.000 0.000 0.000 <br /> Percentile Back of Queue(Q%),veh/In 0.0 33.7 3.9 1.5 0.0 2.8 0.0 0.0 <br /> Percentile Storage Ratio(RQ%) 0.00 1.31 0.19 0.07 0.00 0.15 0.00 0.00 <br /> I <br /> Initial Queue(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Final(Residual)Queue(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Saturated Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Saturated Queue(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Saturated Capacity(cs),veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Initial Queue Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> lHCM Average Control Delay 50.6 <br /> HCM Level of Service D <br /> I <br /> I <br /> Existing Conditions 3/13/2015 Build Synchro 8 Report <br /> IB.Powell Page 3 <br />