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I <br /> I HCM 2010 Signalized Intersection Capacity Analysis <br /> 1: Seaway Boulevard & 75th Street SW 3/30/2015 <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 Uthe' <br /> Assigned Movement 0 12 18 14 0 16 0 0 <br /> Lane Assignment T+R T+R R T+R <br /> I Lanes in Group 0 1 1 1 0 1 0 0 <br /> Group Volume(v),veh/h 0.0 328.3 38.0 607.6 0.0 616.3 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 0.0 1492.9 1271.5 1615.0 0.0 1841.5 0.0 0.0 <br /> Queue Serve Time(g_s),s 0.0 25.0 3.4 30.0 0.0 42.6 0.0 0.0 <br /> I Cycle Queue Clear Time(g_c),s 0.0 25.0 3.4 30.0 0.0 42.6 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 /> I Proportion RT Outside Lane(P_R) 0.000 1.000 1.000 1.000 0.000 0.065 0.000 0.000 <br /> Lane Group Capacity(c),veh/h 0.0 538.4 275.1 349.5 0.0 717.5 0.0 0.0 <br /> Volume-to-Capacity Ratio(X) 0.000 0.610 0.138 1.739 0.000 0.859 0.000 0.000 <br /> Available Capacity(c_a),veh/h 0.0 538.4 275.1 349.5 0.0 717.5 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(d1),s/veh 0.0 36.3 43.9 54.3 0.0 38.8 0.0 0.0 <br /> Incremental Delay(d2),s/veh 0.0 5.1 0.2 344.1 0.0 12.7 0.0 0.0 <br /> I Initial Queue Delay(d3),s/veh Control Delay(d),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> 0.0 41.4 44.1 398.5 0.0 51.5 0.0 0.0 <br /> First-Term Queue(Q1),veh/In 0.0 9.1 1.1 12.2 0.0 19.1 0.0 0.0 <br /> Second-Term Queue(Q2),veh/In 0.0 0.8 0.0 33.4 0.0 2.5 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 9.9 1.1 45.6 0.0 21.6 0.0 0.0 <br /> I Percentile Storage Ratio(RQ%)Initial Queue(Qb),veh 0.00 0.41 0.04 2.02 0.00 1.13 0.00 0.00 <br /> 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 64.5 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 /> I Intersection summary <br /> HCM Average Control Delay 125.0 <br /> HCM Level of Service F <br /> I <br /> I <br /> I <br /> No-Build Alt 3/13/2015 2018 PM Synchro 8 Report <br /> B.Powell Page 3 <br />