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HCM 6th Signalized Intersection Summary Timing Plan: AM 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) 56 68 188 136 73 141 158 218 139 124 200 25 Future Volume(veh/h) 56 68 188 136 73 141 158 218 139 124 200 25 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 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 60 72 200 197 106 204 180 248 158 146 235 29 Peak Hour Factor 0.94 0.94 0.94 0.69 0.69 0.69 0.88 0.88 0.88 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 92 93 258 238 559 465 182 282 180 182 432 53 Arrive On Green 0.05 0.22 0.22 0.13 0.30 0.30 0.10 0.26 0.26 0.10 0.26 0.26 Sat Flow,vehlh 1781 429 1191 1781 1870 1556 1781 1066 679 1781 1632 201 Grp Volume(v),veh/h 60 0 272 197 106 204 180 0 406 146 0 264 Grp Sat Flow(s),vehlh/In 1781 0 1619 1781 1870 1556 1781 0 1745 1781 0 1833 Q Serve(g_s),s 2.1 0.0 10.1 6.9 2.7 6.7 6.4 0.0 14.2 5.1 0.0 7.9 Cycle Q Clear(g_c),s 2.1 0.0 10.1 6.9 2.7 6.7 6.4 0.0 14.2 5.1 0.0 7.9 Prop In Lane 1.00 0.74 1.00 1.00 1.00 0.39 1.00 0.11 Lane Grp Cap(c),veh/h 92 0 351 238 559 465 182 0 462 182 0 485 V/C Ratio(X) 0.66 0.00 0.78 0.83 0.19 0.44 0.99 0.00 0.88 0.80 0.00 0.54 Avail Cap(c_a),veh/h 174 0 458 238 597 497 182 0 521 182 0 548 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 29.6 0.0 23.5 26.8 16.6 18.0 28.5 0.0 22.4 27.9 0.0 20.1 Incr Delay(d2),s/veh 7.7 0.0 6.1 20.9 0.2 0.7 63.3 0.0 14.6 22.1 0.0 1.0 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 1.0 0.0 4.1 4.1 1.1 2.3 5.6 0.0 6.7 3.1 0.0 3.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 37.3 0.0 29.6 47.7 16.7 18.7 91.8 0.0 37.0 50.1 0.0 21.0 LnGrp LOS D A C D B B F A D D A C Approach Vol,veh/h 332 507 586 410 Approach Delay,s/veh 31.0 29.5 53.8 31.4 Approach LOS C C D C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 11.0 21.3 13.0 18.3 11.0 21.3 7.8 23.5 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 6.5 19.0 8.5 18.0 6.5 19.0 6.2 20.3 Max Q Clear Time(g_c+11),s 7.1 16.2 8.9 12.1 8.4 9.9 4.1 8.7 Green Ext Time(p-c),s 0.0 0.6 0.0 0.8 0.0 0.9 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 38.0 HCM 6th LOS D Pock Lane Residential TIS:Cumulative plus Project Conditions Synchro 11 Report TJKM Page 1