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HCM 6th Signalized Intersection Summary Timing Plan: PM Peak 1: Mariposa Rd & 8th St/Farmington Rd 1I05/03/2022 --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 73 61 173 98 62 102 198 283 111 107 373 48 Future Volume(veh/h) 73 61 173 98 62 102 198 283 111 107 373 48 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 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,vehlh/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 97 81 231 107 67 111 215 308 121 127 444 57 Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.92 0.92 0.92 0.84 0.84 0.84 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 124 96 273 137 435 364 223 435 171 163 499 64 Arrive On Green 0.07 0.23 0.23 0.08 0.23 0.23 0.13 0.34 0.34 0.09 0.31 0.31 Sat Flow,vehlh 1781 425 1211 1781 1870 1568 1781 1277 502 1781 1624 208 Grp Volume(v),veh/h 97 0 312 107 67 111 215 0 429 127 0 501 Grp Sat Flow(s),vehlh/In 1781 0 1636 1781 1870 1568 1781 0 1779 1781 0 1832 Q Serve(g_s),s 3.6 0.0 12.4 4.0 1.9 4.0 8.1 0.0 14.2 4.7 0.0 17.7 Cycle Q Clear(g_c),s 3.6 0.0 12.4 4.0 1.9 4.0 8.1 0.0 14.2 4.7 0.0 17.7 Prop In Lane 1.00 0.74 1.00 1.00 1.00 0.28 1.00 0.11 Lane Grp Cap(c),veh/h 124 0 369 137 435 364 223 0 606 163 0 563 V/C Ratio(X) 0.78 0.00 0.85 0.78 0.15 0.30 0.96 0.00 0.71 0.78 0.00 0.89 Avail Cap(c_a),veh/h 144 0 434 171 524 439 223 0 606 305 0 649 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 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 31.0 0.0 25.1 30.7 20.7 21.5 29.5 0.0 19.4 30.1 0.0 22.4 Incr Delay(d2),s/veh 20.7 0.0 12.7 16.7 0.2 0.5 49.6 0.0 3.8 7.7 0.0 13.2 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/In 2.2 0.0 5.7 2.3 0.8 1.4 6.2 0.0 5.5 2.2 0.0 8.6 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 51.8 0.0 37.9 47.4 20.9 22.0 79.1 0.0 23.2 37.9 0.0 35.6 LnGrp LOS D A D D C C E A C D A D Approach Vol,veh/h 409 285 644 628 Approach Delay,s/veh 41.2 31.3 41.9 36.0 Approach LOS D C D D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 10.7 27.6 9.7 19.8 13.0 25.3 9.2 20.3 Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting(Gmax),s 11.6 20.9 6.5 18.0 8.5 24.0 5.5 19.0 Max Q Clear Time(g_c+11),s 6.7 16.2 6.0 14.4 10.1 19.7 5.6 6.0 Green Ext Time(p-c),s 0.1 1.0 0.0 0.6 0.0 1.1 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 38.3 HCM 6th LOS D Pock Lane Residential TIS: Existing plus Project Conditions Synchro 11 Report TJKM Page 1