7505 SEAWAY BLVD SEPA 016 - 034 - SEAWAY TRANSIT CENTER Traffic Report 2025-04-14

I HCM 2010 Signalized Intersection Capacity Analysis I 1: Seaway Boulevard & 75th Street SW 3/30/2015 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 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 Perm LT Eff. Green(g_p),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I Perm LT Serve Time(g_u),s Perm LT Que Serve Time(g_ps), 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk(g_f),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre BIk(g_fs),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I Proportion LT Inside Lane(P_L) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 Lane Group Capacity(c),veh/h 43.2 0.0 231.5 164.0 920.6 0.0 0.0 0.0 Volume-to-Capacity Ratio(X) 0.302 0.000 0.859 0.186 1.248 0.000 0.000 0.000 I Available Capacity(c_a),veh/h Upstream Filter Factor(I) 563.7 0.0 299.1 789.1 920.E 0.0 0.0 0.0 1.000 0.000 1,000 1.000 1.000 0.000 0.000 0.000 Uniform Delay(d1),s/veh 64.8 0.0 53.5 61.2 49.2 0.0 0.0 0.0 Incremental Delay(d2),s/veh 1.4 0.0 17.6 0.2 120.7 0.0 0.0 0.0 I Initial Queue Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 66.2 0.0 71.2 61.4 169.9 0.0 0.0 0.0 First-Term Queue(Q1),veh/In 0.2 0.0 6.5 0.5 15.3 0.0 0.0 0.0 I Second-Term Queue(Q2),veh/In Third Term Queue(Q3),vehlIn 0.0 0.0 1.1 0.0 15.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Percentile bk-of-que factor(f_B%) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 Percentile Back of Queue(Q%),veh/In 0.2 0.0 7.6 0.5 30.7 0.0 0.0 0.0 ' Percentile Storage Ratio(RQ%) 0.02 0.00 1.64 0.06 2.56 0.00 0.00 0.00 Initial Queue(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final(Residual)Queue(Qe),veh 0.0 0.0 0.0 0.0 57.1 0.0 0.0 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Saturated Capacity(cs),veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Initial Queue Clear Time(tc), h 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 IMKS L .. Assigned Movement 0 2 8 4 0 6 0 0 Lane Assignment T T T T I Lanes in Group 0 1 1 2 0 1 0 0 Group Volume(v),veh/h 0.0 1236.5 104.3 12.0 0.0 159.0 0.0 0.0 Group Sat.Flow(s),veh/h/In 0.0 1777.3 1778.0 1805.0 0.0 1844.0 0.0 0.0 I Queue Serve Time(g_s),s 0.0 82.7 6.9 0.4 0.0 7.9 0.0 0.0 Cycle Queue Clear Time(g_c),s 0.0 82.7 6.9 0.4 0.0 7.9 0.0 0.0 Lane Group Capacity(c),veh/h 0.0 1101.3 309.4 168.7 0.0 690.9 0.0 0.0 Volume-to-Capacity Ratio(X) 0.000 1.123 0.337 0.071 0.000 0.230 0.000 0.000 I Available Capacity(c_a),veh/h 0.0 1101.3 399.7 811.5 0.0 690.9 0.0 0.0 Upstream Filter Factor(I) 0.000 1.000 1.000 1.000 0.000 1.000 0.000 0.000 Uniform Delay(d1),s/veh 0.0 25.4 48.4 60.8 0.0 28.6 0.0 0.0 I Incremental Delay(d2),s/veh 0.0 67.5 0.6 0.1 0.0 0.8 0.0 0.0 Initial Queue Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 92.8 49.0 60.9 0.0 29.3 0.0 0.0 First-Term Queue(Q1),veh/In 0.0 32.5 3.1 0.2 0.0 3.5 0.0 0.0 I Second-Term Queue(Q2),veh/In 0.0 20.6 0.1 0.0 0.0 0.1 0.0 0.0 Third Term Queue(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Percentile bk-of-que factor(f_B%) 0.000 1.000 1.000 1.000 0.000 1.000 0.000 0.000 I Percentile Back of Queue(0%),veh/In 0.0 53.1 3.1 0.2 0.0 3.7 0.0 0.0 Percentile Storage Ratio(RQ%) 0.00 2.04 0.12 0.01 0.00 0.20 0.00 0.00 No-Build Alt 3/13/2015 2018 PM Synchro 8 Report I B. Powell Page 2 I