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

I HCM 2010 Signalized Intersection Capacity Analysis I1: Seaway Boulevard & 75th Street SW 3/30/2015 I Perm LT Sat Flow Rate(s_I),veh/h/In 0.0 0.0 1283.4 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Que Serve Time(g_ps),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 Blk(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 52.9 0.0 241.9 164.8 903.3 0.0 0.0 0.0 Volume-to-Capacity Ratio(X) 0.349 0.000 0.899 0.185 1.242 0.000 0.000 0.000 I Available Capacity(c_a),veh/h Upstream Filter Factor(I) 526.7 0.0 283.0 774.2 903.3 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 65.5 0.0 53.9 62.3 50.5 0.0 0.0 0.0 Incremental Delay(d2),s/veh 1.5 0.0 26.5 0.2 118.3 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 67.0 0.0 80.5 62.5 168.8 0.0 0.0 0.0 First-Term Queue(Q1),veh/In 0.3 0.0 7.3 0.5 15.3 0.0 0.0 0.0 I Second-Term Queue(Q2),veh/In 0.0 0.0 1.8 0.0 14.8 0.0 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%) 1.000 0.000 1.000 1.000 1.000 0.000 0.000 0.000 Percentile Back of Queue(Q%),veh/In 0.3 0.0 9.1 0.5 30.1 0.0 0.0 0.0 I Percentile Storage Ratio(RQ%) 0.02 0.00 2.00 0.06 2.51 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 54.6 0.0 0.0 0.0 I Saturated Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Saturated Queue(Qs),veh 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 IMiddle Lea Grokm Data 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 1265.2 90.2 20.7 0.0 159.0 0.0 0.0 Group Sat.Flow(s),veh/h/In 0.0 1867.9 1729.3 1219.6 0.0 1830.5 0.0 0.0 I Queue Serve Time(g_s),s 0.0 82.0 6.1 1.1 0.0 8.2 0.0 0.0 Cycle Queue Clear Time(g_c),s 0.0 82.0 6.1 1.1 0.0 8.2 0.0 0.0 Lane Group Capacity(c),veh/h 0.0 1125.8 325.9 114.5 0.0 672.9 0.0 0.0 Volume-to-Capacity Ratio(X) 0.000 1.124 0.277 0.180 0.000 0.236 0.000 0.000 I Available Capacity(c_a),veh/h 0.0 1125.8 381.4 538.0 0.0 672.9 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 27.0 47.3 62.3 0.0 29.8 0.0 0.0 I Incremental Delay(d2),s/veh 0.0 67.7 0.5 0.3 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 94.7 47.7 62.6 0.0 30.6 0.0 0.0 First-Term Queue(Q1),veh/In 0.0 34.4 2.6 0.3 0.0 3.7 0.0 0.0 I Second-Term Queue(Q2),veh/In 0.0 21.2 0.0 0.0 0.0 0.2 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 Percentile Back of Queue(Q%),veh/In 0.0 55.5 2.7 0.3 0.0 3.8 0.0 0.0 Percentile Storage Ratio(RQ%) 0.00 2.15 0.13 0.02 0.00 0.20 0.00 0.00 Build Alt 3/13/2015 2038 AM Synchro 8 Report IB.Powell Page 2 I