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I <br /> HCM 2010 Signalized Intersection Capacity Analysis <br /> 1 1: Seaway Boulevard & 75th Street SW 3/19/2015 <br /> I Perm LT Sat Flow Rate(s_I),veh/h/In 0.0 0.0 1615.6 1737.9 0.0 0.0 0.0 0.0 <br /> Shared LT Sat Flow(s_sh),veh/h/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Perm LT Eff.Green(g_p),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Perm LT Serve Time(g_u),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Perm LT Que Serve Time(g_ps),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Time to First Blk(g_f),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Serve Time pre Blk(g_fs),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> I Proportion LT Inside Lane(P_L) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 <br /> Lane Group Capacity(c),veh/h 219.4 0.0 351.5 756.3 132.2 0.0 0.0 0.0 <br /> Volume-to-Capacity Ratio(X) 0.758 0.000 1.286 0.099 0.567 0.000 0.000 0.000 <br /> I Available Capacity(c_a),veh/h Upstream Filter Factor(I) 741.6 0.0 351.5 756.3 817.E 0.0 0.0 0.0 <br /> 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 <br /> Uniform Delay(d1),s/veh 63.4 0.0 53.9 43.1 64.9 0.0 0.0 0.0 <br /> Incremental Delay(d2),s/veh 2.0 0.0 148.7 0.0 1.4 0.0 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 /> Control Delay(d),s/veh 65.5 0.0 202.7 43.2 66.3 0.0 0.0 0.0 <br /> First-Term Queue(Q1),veh/In 2.9 0.0 12.2 1.0 1.3 0.0 0.0 0.0 <br /> I Second-Term Queue(Q2),veh/In Third Term Queue(Q3),veh/In 0.1 0.0 14.5 0.0 0.0 0.0 0.0 0.0 <br /> 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Percentile bk-of-que factor(f_B%) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 <br /> Percentile Back of Queue(Q%),veh/In 2.9 0.0 26.7 1.0 1.3 0.0 0.0 0.0 <br /> I Percentile Storage Ratio(RQ%) 0.16 0.00 4.88 0.12 0.12 0.00 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 25.2 0.0 0.0 0.0 0.0 0.0 <br /> I Saturated Delay(ds),s/veh Saturated Queue(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> 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 0.3 0.0 0.0 0.0 0.0 0.0 <br /> Middle Lane Group i ata <br /> Assigned Movement 0 2 8 4 0 6 0 0 <br /> Lane Assignment T T T T <br /> I <br /> Lanes in Group 0 1 1 2 0 1 0 0 <br /> Group Volume(v),veh/h 0.0 360.9 19.6 97.8 0.0 604.9 0.0 0.0 <br /> Group Sat. Flow(s),veh/h/In 0.0 1743.1 1696.4 1787.1 0.0 1844.7 0.0 0.0 <br /> I Queue Serve Time(g_s),s Cycle Queue Clear Time(g_c),s 0.0 22.9 1.3 3.0 0.0 41.3 0.0 0.0 <br /> 0.0 22.9 1.3 3.0 0.0 41.3 0.0 0.0 <br /> Lane Group Capacity(c),veh/h 0.0 632.1 369.1 777.7 0.0 712.0 0.0 0.0 <br /> Volume-to-Capacity Ratio(X) 0.000 0.571 0.053 0.126 0.000 0.850 0.000 0.000 <br /> 1 Available Capacity(c_a),veh/h 0.0 632.1 369.1 777.7 0.0 712.0 0.0 0.0 <br /> 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 35.3 42.7 43.4 0.0 38.7 0.0 0.0 <br /> I Incremental Delay(d2),slveh 0.0 3.7 0.1 0.0 0.0 12.1 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 /> Control Delay(d),s/veh 0.0 39.0 42.8 43.4 0.0 50.8 0.0 0.0 <br /> First-Term Queue(Q1),veh/In 0.0 9.8 0.5 1.4 0.0 18.6 0.0 0.0 <br /> I Second-Term Queue(Q2),veh/In 0.0 0.7 0.0 0.0 0.0 2.4 0.0 0.0 <br /> 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 /> I Percentile Back of Queue(Q%),veh/In 0.0 10.4 0.5 1.4 0.0 21.0 0.0 0.0 <br /> Percentile Storage Ratio(RQ%) 0.00 0.43 0.03 0.06 0.00 1.11 0.00 0.00 <br /> 2015 PM 3/13/2015 Build Synchro 8 Report <br /> 1 B. Powell Page 2 <br />