2 - EIR18-01; DA18-01; GPA18-06; AA18-10_2525 N MAIN STREET

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HCM 6th Signalized Intersection Summary 7: Main St & Santiago Park/Project Driveway 09/13/2019 The Addington 09/12/2019 OY Cumulative With Option E - Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8 0 21 29 0 19 29 1444 45 31 1621 2 Future Volume (veh/h) 8 0 21 29 0 19 29 1444 45 31 1621 2 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, 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 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 9 0 23 31 0 20 31 1553 48 33 1743 2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 22222222222 Cap, veh/h 387 0 345 50 0 45 39 2936 91 42 3047 3 Arrive On Green 0.22 0.00 0.22 0.03 0.00 0.03 0.02 0.58 0.58 0.02 0.58 0.58 Sat Flow, veh/h 1781 0 1585 1781 0 1585 1781 5089 157 1781 5267 6 Grp Volume(v), veh/h 9 0 23 31 0 20 31 1039 562 33 1126 619 Grp Sat Flow(s),veh/h/ln1781 0 1585 1781 0 1585 1781 1702 1842 1781 1702 1869 Q Serve(g_s), s 0.5 0.0 1.5 2.2 0.0 1.6 2.3 24.2 24.2 2.4 27.1 27.1 Cycle Q Clear(g_c), s 0.5 0.0 1.5 2.2 0.0 1.6 2.3 24.2 24.2 2.4 27.1 27.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.09 1.00 0.00 Lane Grp Cap(c), veh/h 387 0 345 50 0 45 39 1964 1063 42 1969 1081 V/C Ratio(X) 0.02 0.00 0.07 0.62 0.00 0.45 0.79 0.53 0.53 0.79 0.57 0.57 Avail Cap(c_a), veh/h 387 0 345 343 0 305 96 1964 1063 82 1969 1081 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 1.00 1.00 1.00 1.00 0.54 0.54 0.54 Uniform Delay (d), s/veh40.0 0.0 40.4 62.5 0.0 62.2 63.3 16.7 16.7 63.1 17.3 17.3 Incr Delay (d2), s/veh 0.1 0.0 0.4 11.6 0.0 6.8 28.4 1.0 1.9 15.8 0.7 1.2 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/ln0.2 0.0 0.6 1.2 0.0 0.7 1.3 9.5 10.6 1.3 10.6 11.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.1 0.0 40.8 74.1 0.0 69.0 91.7 17.8 18.6 78.9 17.9 18.5 LnGrp LOS D A D E A E F BBEBB Approach Vol, veh/h 32 51 1632 1778 Approach Delay, s/veh 40.6 72.1 19.5 19.2 Approach LOS D E B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 33.3 7.9 80.2 8.7 8.1 80.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 4.0 7.0 73.0 25.0 6.0 75.0 Max Q Clear Time (g_c+I1), s 3.5 4.3 29.1 4.2 4.4 26.2 Green Ext Time (p_c), s 0.0 0.0 19.2 0.1 0.0 17.4 Intersection Summary HCM 6th Ctrl Delay 20.3 HCM 6th LOS C 2-359