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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> I1: 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 /> 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 /> IAssigned 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 0.0 318.5 41.3 590.2 0.0 598.4 0.0 0.0 <br /> Group Sat.Flow(s),veh/hlln 0.0 1356.6 1077.2 1599.0 0.0 1823.6 0.0 0.0 <br /> Queue Serve Time(g_s),s 0.0 27.0 4.3 30.0 0.0 41.3 0.0 0.0 <br /> I Cycle Queue Clear Time(g_c),s 0.0 27.0 4.3 30.0 0.0 41.3 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 1.000 1.000 1.000 0.000 0.065 0.000 0.000 <br /> I Lane Group Capacity(c),veh/h 0.0 492.0 234.4 347.9 0.0 703.9 0.0 0.0 <br /> Volume-to-Capacity Ratio(X) 0.000 0.647 0.176 1.696 0.000 0.850 0.000 0.000 <br /> Available Capacity(c_a),veh/h 0.0 492.0 234.4 347.9 0.0 703.9 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 36.6 43.9 53.9 0.0 38.7 0.0 0.0 <br /> Incremental Delay(d2),s/veh 0.0 6.5 0.4 325.5 0.0 12.3 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 <br /> I Control Delay(d),s/veh 0.0 43.0 44.2 379.5 0.0 51.0 0.0 0.0 <br /> First Term Queue(Q1),veh/In 0.0 9.0 1.2 12.0 0.0 18.4 0.0 0.0 <br /> Second-Term Queue(Q2),veh/In 0.0 0.9 0.0 31.5 0.0 2.4 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 9.8 1.2 43.5 0.0 20.8 0.0 0.0 <br /> Percentile Storage Ratio(RQ%) 0.00 0.41 0.06 1.94 0.00 1.10 0.00 0.00 <br /> IInitial 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 60.6 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 0.4 0.0 0.0 0.0 0.0 <br /> . . <br /> HCM Average Control Delay 126.7 <br /> HCM Level of Service F <br /> I <br /> I <br /> 1 <br /> 2015 PM 3/13/2015 Build Synchro 8 Report <br /> IB. Powell Page 3 <br />