ITEM 5 EXHIBITS A-H - Laserfiche WebLink

HCM 7th Signalized Intersection Summary Existing AM 1: Santa Rita Rd & Black Ave 12/18/2024 4400 Black Avenue Synchro 12 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 109 44 146 43 43 44 101 597 13 81 834 149 Future Volume (veh/h) 109 44 146 43 43 44 101 597 13 81 834 149 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.98 0.92 0.97 0.92 1.00 0.96 1.00 0.88 Parking Bus, Adj 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 142 57 190 56 56 57 131 775 17 105 1083 194 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 Percent Heavy Veh, % 222222222222 Cap, veh/h 292 104 407 115 102 81 168 1599 35 136 1274 227 Arrive On Green 0.35 0.33 0.33 0.35 0.33 0.32 0.09 0.45 0.44 0.08 0.43 0.42 Sat Flow, veh/h 662 319 1244 174 311 247 1781 3552 78 1781 2944 524 Grp Volume(v), veh/h 199 0 190 169 0 0 131 388 404 105 651 626 Grp Sat Flow(s),veh/h/ln 980 0 1244 732 0 0 1781 1777 1853 1781 1777 1692 Q Serve(g_s), s 0.0 0.0 10.0 5.8 0.0 0.0 5.9 12.6 12.6 4.7 26.9 27.4 Cycle Q Clear(g_c), s 15.9 0.0 10.0 21.7 0.0 0.0 5.9 12.6 12.6 4.7 26.9 27.4 Prop In Lane 0.71 1.00 0.33 0.34 1.00 0.04 1.00 0.31 Lane Grp Cap(c), veh/h 414 0 407 311 0 0 168 800 834 136 769 732 V/C Ratio(X)0.48 0.00 0.47 0.54 0.00 0.00 0.78 0.48 0.48 0.77 0.85 0.86 Avail Cap(c_a), veh/h 475 0 462 364 0 0 651 892 930 542 892 849 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.1 0.0 21.9 26.0 0.0 0.0 36.4 15.9 15.9 37.2 20.9 21.2 Incr Delay (d2), s/veh 0.3 0.0 0.3 0.6 0.0 0.0 3.0 0.5 0.5 3.4 6.9 7.7 Initial Q Delay(d3), s/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 %ile BackOfQ(50%),veh/ln 3.1 0.0 2.9 3.0 0.0 0.0 2.6 4.8 5.0 2.1 11.6 11.4 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 23.4 0.0 22.2 26.6 0.0 0.0 39.4 16.4 16.4 40.6 27.8 28.9 LnGrp LOS C CC DBBDCC Approach Vol, veh/h 389 169 923 1382 Approach Delay, s/veh 22.8 26.6 19.6 29.3 Approach LOS C C B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.7 39.5 30.9 10.3 41.0 30.9 Change Period (Y+Rc), s 4.0 5.2 4.5 4.0 5.2 4.5 Max Green Setting (Gmax), s 30.0 40.0 30.0 25.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 7.9 29.4 17.9 6.7 14.6 23.7 Green Ext Time (p_c), s 0.2 4.9 0.9 0.2 3.7 0.2 Intersection Summary HCM 7th Control Delay, s/veh 25.1 HCM 7th LOS C