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HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM 2: Santa Rita Rd & Stoneridge Dr Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)30 500 400 340 1140 410 830 1250 310 290 1500 50 Future Volume (vph)30 500 400 340 1140 410 830 1250 310 290 1500 50 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.94 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot)1597 5085 1560 3433 3539 1548 4990 5085 1553 3433 5057 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm)1597 5085 1560 3433 3539 1548 4990 5085 1553 3433 5057 Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 33 549 440 374 1253 451 912 1374 341 319 1648 55 RTOR Reduction (vph)0000016400104030 Lane Group Flow (vph) 33 549 440 374 1253 287 912 1374 237 319 1700 0 Confl. Peds. (#/hr)7726 Confl. Bikes (#/hr)4684 Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 Actuated Green, G (s) 3.0 23.0 120.0 23.6 43.6 43.6 18.0 40.6 40.6 14.0 36.6 Effective Green, g (s) 3.0 24.4 120.0 23.6 45.0 45.0 18.0 42.0 42.0 14.0 38.0 Actuated g/C Ratio 0.02 0.20 1.00 0.20 0.38 0.38 0.15 0.35 0.35 0.12 0.32 Clearance Time (s) 4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 Lane Grp Cap (vph)39 1033 1560 675 1327 580 748 1779 543 400 1601 v/s Ratio Prot c0.02 0.11 0.11 c0.35 c0.18 0.27 0.09 c0.34 v/s Ratio Perm 0.28 0.19 0.15 v/c Ratio 0.85 0.53 0.28 0.55 0.94 0.49 1.22 0.77 0.44 0.80 1.06 Uniform Delay, d1 58.3 42.7 0.0 43.5 36.3 28.8 51.0 34.7 29.9 51.6 41.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.54 0.26 1.35 1.42 Incremental Delay, d2 82.5 1.0 0.5 0.6 13.9 1.4 109.8 3.1 2.3 5.9 36.3 Delay (s)140.7 43.7 0.5 44.0 50.2 30.2 159.9 21.8 10.1 75.7 94.6 Level of Service F D A D D C F C B E F Approach Delay (s)28.2 44.7 68.2 91.7 Approach LOS C D E F Intersection Summary HCM 2000 Control Delay 62.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.03 Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 Intersection Capacity Utilization 94.9% ICU Level of Service F Analysis Period (min)15 c Critical Lane Group