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1 <br /> I HCM 2010 Signalized Intersection Capacity Analysis <br /> 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 1330.5 1755.2 0.0 0.0 0.0 0.0 <br /> Shared LT Sat Flow(s_sh),veh/h/ln 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 /> I Serve Time pre Blk(g_fs),s Proportion LT Inside Lane(P_L) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 <br /> Lane Group Capacity(c),veh/h 37.6 0.0 196.8 153.0 955.1 0.0 0.0 0.0 <br /> Volume-to-Capacity Ratio(X) 0.289 0.000 0.806 0.156 0.957 0.000 0.000 0.000 <br /> I Available Capacity(c_a),veh/h 584.9 0.0 310.3 818.8 955.3 0.0 0.0 0.0 <br /> Upstream Filter Factor(I) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 <br /> Uniform Delay(d1),s/veh 62.7 0.0 53.0 59.2 46.1 0.0 0.0 0.0 <br /> I Incremental Delay(d2),s/veh 1.6 0.0 8.2 0.2 19.3 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 64.2 0.0 61.2 59.4 65.4 0.0 0.0 0.0 <br /> First-Term Queue(Q1),vehlln 0.2 0.0 5.0 0.4 14.3 0.0 0.0 0.0 <br /> I Second-Term Queue(Q2),veh/In 0.0 0.0 0.4 0.0 2.6 0.0 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%) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 <br /> I Percentile Back of Queue(0%),veh/In 0.2 0.0 5.4 0.4 16.9 0.0 0.0 0.0 <br /> Percentile Storage Ratio(RQ%) 0.01 0.00 1.16 0.04 1.40 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 0.0 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 /> I Initial Queue Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Middle Lane Group Deta <br /> Assigned Movement 0 2 8 4 0 6 0 0 <br /> I Lane Assignment T T T T <br /> Lanes in Group 0 1 1 2 0 1 0 0 <br /> Group Volume(v),veh/h 0.0 983.4 82.6 9.8 0.0 126.3 0.0 0.0 <br /> Group Sat.Flow(s),veh/h/In 0.0 1777.3 1773.7 1805.0 0.0 1844.1 0.0 0.0 <br /> I Queue Serve Time(g_s),s 0.0 56.4 5.4 0.3 0.0 5.8 0.0 0.0 <br /> Cycle Queue Clear Time(g_c),s 0.0 56.4 5.4 0.3 0.0 5.8 0.0 0.0 <br /> Lane Group Capacity(c),veh/h 0.0 1147.8 262.3 157.3 0.0 716.9 0.0 0.0 <br /> I Volume-to-Capacity Ratio(X: <br /> Available Capacity(c_a),veh/h 0.000 0.857 0.315 0.062 0.000 0.176 0.000 0.000 <br /> 0.0 1147.8 413.7 842.0 0.0 716.9 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 18.1 49.0 59.0 0.0 25.8 0.0 0.0 <br /> I Incremental Delay(d2),s/veh 0.0 8.3 0.7 0.1 0.0 0.5 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 26.4 49.7 59.0 0.0 26.3 0.0 0.0 <br /> I First-Term Queue(Q1),veh/In 0.0 21.5 2.4 0.2 0.0 2.6 0.0 0.0 <br /> Second Term Queue(Q2),veh/In 2.6 0.0 0.0 0.0 0.1 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(0%),veh/In 0.0 24.2 2.4 0.2 0.0 2.7 0.0 0.0 <br /> Percentile Storage Ratio(RQ%) 0.00 0.93 0.09 0.01 0.00 0.14 0.00 0.00 <br /> 2015 No Build 3/13/2015 AM Synchro 8 Report <br /> IB.Powell Page 2 <br />