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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 <br /> lane Group DrOW <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 1035.9 119.6 43.5 0.0 125.2 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 0.0 1737.5 1204.4 1615.0 0.0 1683.7 0.0 0.0 <br /> Queue Serve Time(g_s),s 0.0 74.5 12.1 3.5 0.0 6.7 0.0 0.0 <br /> I Cycle Queue Clear Time(g_c),s 0.0 74.5 12.1 3.5 0.0 6.7 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 0.313 1.000 1.000 0.000 0.495 0.000 0.000 <br /> Lane Group Capacity(c),veh/h 0.0 1080.0 212.6 69.8 0.0 631.6 0.0 0.0 <br /> Volume-to-Capacity Ratio(X) 0.000 0.959 0.562 0.623 0.000 0.198 0.000 0.000 <br /> Available Capacity(c_a),veh/h 0.0 1080.0 271.1 363.5 0.0 631.6 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 23.6 50.2 62.7 0.0 28.1 0.0 0.0 <br /> Incremental Delay(d2),s/veh 0.0 19.2 2.3 3.4 0.0 0.7 0.0 0.0 <br /> I Initial Queue Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Control Delay(d),s/veh 0.0 42.8 52.5 66.1 0.0 28.8 0.0 0.0 <br /> First-Term Queue(Q1),veh/In 0.0 28.5 3.7 1.5 0.0 2.7 0.0 0.0 <br /> Second-Term Queue(Q2),veh/In 0.0 5.7 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 34.3 3.8 1.5 0.0 2.9 0.0 0.0 <br /> I Percentile Storage Ratio(RQ%) 0.00 1.33 0.19 0.07 0.00 0.15 0.00 0.00 <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 /> 1 / ', <br /> HCM Average Control Delay 49.4 <br /> HCM Level of Service D <br /> 1 <br /> 1 <br /> Build Alt 3/13/2015 2018 AM Synchro 8 Report <br /> ' <br /> B. Powell Page 3 <br />