hcm 2010 signalized intersection capacity analysis 3: 600

HCM 2010 Signalized Intersection Capacity Analysis3: 600 East & 1400 North 12/2/2011

Existing AM 11/17/2011 Baseline Synchro 8 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 38 457 41 45 284 36 62 80 16 25 48 13Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 348 983 88 261 1033 459 819 1007 854 785 1047 888Proportion Arriving On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.54 0.54 0.54 0.54 0.54 0.54Movement Delay, s/veh 20.7 20.0 20.1 24.3 18.2 17.0 7.9 7.4 7.1 7.9 7.2 7.0Movement LOS C C C C B B A A A A A AApproach Volume, veh/h 583 397 172 93Approach Delay, s/veh 20.1 18.8 7.6 7.4Approach LOS C B A A

Timer: 1 2 3 4 5 6 7 8Assigned Phase 2 4 6 8Case No 5.0 6.0 5.0 5.0Phase Duration (G+Y+Rc), s 41.00 24.67 41.00 24.67Change Period (Y+Rc), s 5.50 5.50 5.50 5.50Max. Allowable Headway (MAH), s 4.63 4.88 4.63 4.88Maximum Green Setting (Gmax), s 35.50 43.50 35.50 43.50Max. Queue Clearance Time (g_c+l1), s 4.47 10.07 4.15 13.23Green Extension Time (g_e), s 1.17 6.03 1.17 5.93Probability of Phase Call (p_c) 1.000 1.000 1.000 1.000Probability of Max Out (p_x) 0.000 0.015 0.000 0.024

Left-Turn Movement DataAssigned Movement 5 7 1 3Mvmt. Sat Flow, veh/h 1344.05 1062.37 1302.56 893.39

Through Movement DataAssigned Movement 2 4 6 8Mvmt. Sat Flow, veh/h 1862.75 3368.65 1937.25 3539.22

Right-Turn Movement DataAssigned Movement 12 14 16 18Mvmt. Sat Flow, veh/h 1579.82 301.24 1643.01 1572.48

Left Lane Group DataAssigned Movement 0 5 0 7 0 1 0 3Lane Assignment L L L LLanes in Group 0 1 0 1 0 1 0 1Group Volume (v), veh/h 0.0 67.4 0.0 41.3 0.0 27.2 0.0 48.9Group Sat. Flow (s), veh/h/ln 0.0 1344.0 0.0 1062.4 0.0 1302.6 0.0 893.4Queue Serve Time (g_s), s 0.0 1.6 0.0 2.1 0.0 0.7 0.0 3.2Cycle Queue Clear Time (g_c), s 0.0 2.5 0.0 6.5 0.0 2.2 0.0 11.2



Perm LT Sat Flow Rate (s_l), veh/h/ln 0.0 1344.0 0.0 1062.4 0.0 1302.6 0.0 893.4Shared LT Sat Flow (s_sh), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Perm LT Eff. Green (g_p), s 0.0 35.5 0.0 19.2 0.0 35.5 0.0 19.2Perm LT Serve Time (g_u), s 0.0 34.7 0.0 14.7 0.0 34.0 0.0 11.1Perm LT Que Serve Time (g_ps), s 0.0 1.6 0.0 2.1 0.0 0.7 0.0 3.2Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Proportion LT Inside Lane (P_L) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Lane Group Capacity (c), veh/h 0.0 819.2 0.0 347.8 0.0 784.5 0.0 260.6Volume-to-Capacity Ratio (X) 0.000 0.082 0.000 0.119 0.000 0.035 0.000 0.188Available Capacity (c_a), veh/h 0.0 819.2 0.0 741.5 0.0 784.5 0.0 591.6Upstream Filter Factor (I) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Uniform Delay (d1), s/veh 0.0 7.7 0.0 20.6 0.0 7.8 0.0 24.0Incremental Delay (d2), s/veh 0.0 0.2 0.0 0.2 0.0 0.1 0.0 0.3Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Control Delay (d), s/veh 0.0 7.9 0.0 20.7 0.0 7.9 0.0 24.3First-Term Queue (Q1), veh/ln 0.0 0.4 0.0 0.5 0.0 0.2 0.0 0.6Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Percentile Back of Queue (Q%), veh/ln 0.0 0.5 0.0 0.5 0.0 0.2 0.0 0.7Percentile Storage Ratio (RQ%) 0.00 0.12 0.00 0.06 0.00 0.03 0.00 0.10Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Middle Lane Group DataAssigned Movement 0 2 0 4 0 6 0 8Lane Assignment T T T TLanes in Group 0 1 0 1 0 1 0 2Group Volume (v), veh/h 0.0 87.0 0.0 274.0 0.0 52.2 0.0 308.7Group Sat. Flow (s), veh/h/ln 0.0 1862.7 0.0 1862.7 0.0 1937.3 0.0 1769.6Queue Serve Time (g_s), s 0.0 1.5 0.0 8.0 0.0 0.8 0.0 4.4Cycle Queue Clear Time (g_c), s 0.0 1.5 0.0 8.0 0.0 0.8 0.0 4.4Lane Group Capacity (c), veh/h 0.0 1007.0 0.0 543.7 0.0 1047.3 0.0 1033.0Volume-to-Capacity Ratio (X) 0.000 0.086 0.000 0.504 0.000 0.050 0.000 0.299Available Capacity (c_a), veh/h 0.0 1007.0 0.0 1233.9 0.0 1047.3 0.0 2344.5Upstream Filter Factor (I) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Uniform Delay (d1), s/veh 0.0 7.3 0.0 19.3 0.0 7.1 0.0 18.0Incremental Delay (d2), s/veh 0.0 0.2 0.0 0.7 0.0 0.1 0.0 0.2Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Control Delay (d), s/veh 0.0 7.4 0.0 20.0 0.0 7.2 0.0 18.2First-Term Queue (Q1), veh/ln 0.0 0.5 0.0 3.0 0.0 0.3 0.0 1.6Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Percentile Back of Queue (Q%), veh/ln 0.0 0.5 0.0 3.1 0.0 0.3 0.0 1.6Percentile Storage Ratio (RQ%) 0.00 0.02 0.00 0.09 0.00 0.01 0.00 0.03



Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Right Lane Group DataAssigned Movement 0 12 0 14 0 16 0 18Lane Assignment R T+R R RLanes in Group 0 1 0 1 0 1 0 1Group Volume (v), veh/h 0.0 17.4 0.0 267.3 0.0 14.1 0.0 39.1Group Sat. Flow (s), veh/h/ln 0.0 1579.8 0.0 1807.1 0.0 1643.0 0.0 1572.5Queue Serve Time (g_s), s 0.0 0.3 0.0 8.1 0.0 0.3 0.0 1.2Cycle Queue Clear Time (g_c), s 0.0 0.3 0.0 8.1 0.0 0.3 0.0 1.2Prot RT Sat Flow Rate (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Prot RT Eff. Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Proportion RT Outside Lane (P_R) 0.000 1.000 0.000 0.167 0.000 1.000 0.000 1.000Lane Group Capacity (c), veh/h 0.0 854.1 0.0 527.5 0.0 888.2 0.0 459.0Volume-to-Capacity Ratio (X) 0.000 0.020 0.000 0.507 0.000 0.016 0.000 0.085Available Capacity (c_a), veh/h 0.0 854.1 0.0 1197.1 0.0 888.2 0.0 1041.7Upstream Filter Factor (I) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Uniform Delay (d1), s/veh 0.0 7.0 0.0 19.3 0.0 7.0 0.0 16.9Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.1Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Control Delay (d), s/veh 0.0 7.1 0.0 20.1 0.0 7.0 0.0 17.0First-Term Queue (Q1), veh/ln 0.0 0.1 0.0 2.9 0.0 0.1 0.0 0.4Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Percentile Back of Queue (Q%), veh/ln 0.0 0.1 0.0 3.0 0.0 0.1 0.0 0.4Percentile Storage Ratio (RQ%) 0.00 0.03 0.00 0.09 0.00 0.01 0.00 0.06Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Intersection SummaryHCM Average Control Delay 17.0HCM Level of Service B

HCM Unsignalized Intersection Capacity Analysis5: 600 East & 1200 North 12/2/2011


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 12 1 24 12 1 5 12 240 4 1 72 5Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 13 1 26 13 1 5 13 261 4 1 78 5PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 378 374 81 399 375 263 84 265vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 378 374 81 399 375 263 84 265tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 98 100 97 98 100 99 99 100cM capacity (veh/h) 570 551 979 542 551 776 1513 1299

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 40 20 278 85Volume Left 13 13 13 1Volume Right 26 5 4 5cSH 781 592 1513 1299Volume to Capacity 0.05 0.03 0.01 0.00Queue Length 95th (ft) 4 3 1 0Control Delay (s) 9.9 11.3 0.4 0.1Lane LOS A B A AApproach Delay (s) 9.9 11.3 0.4 0.1Approach LOS A B

Intersection SummaryAverage Delay 1.8Intersection Capacity Utilization 30.0% ICU Level of Service AAnalysis Period (min) 15



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 41 291 116 20 200 48 87 68 13 100 248 76Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 0.99 0.99 0.99 0.99 1.00 0.99 0.99 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 381 536 468 304 536 451 604 904 792 756 1336 400Proportion Arriving On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.49 0.49 0.49 0.49 0.49 0.49Movement Delay, s/veh 16.5 15.8 13.6 18.3 14.4 12.8 9.2 6.9 6.5 8.0 7.6 7.7Movement LOS B B B B B B A A A A A AApproach Volume, veh/h 487 291 183 461Approach Delay, s/veh 15.3 14.4 8.1 7.7Approach LOS B B A A









Right Lane Group DataAssigned Movement 0 12 0 14 0 16 0 18Lane Assignment R R T+R RLanes in Group 0 1 0 1 0 1 0 1Group Volume (v), veh/h 0.0 14.1 0.0 126.1 0.0 171.7 0.0 52.2Group Sat. Flow (s), veh/h/ln 0.0 1631.4 0.0 1627.8 0.0 1715.3 0.0 1569.6Queue Serve Time (g_s), s 0.0 0.2 0.0 2.9 0.0 2.8 0.0 1.2Cycle Queue Clear Time (g_c), s 0.0 0.2 0.0 2.9 0.0 2.8 0.0 1.2Prot RT Sat Flow Rate (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Prot RT Eff. Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Proportion RT Outside Lane (P_R) 0.000 1.000 0.000 1.000 0.000 0.481 0.000 1.000Lane Group Capacity (c), veh/h 0.0 791.7 0.0 468.1 0.0 832.4 0.0 451.4Volume-to-Capacity Ratio (X) 0.000 0.018 0.000 0.269 0.000 0.206 0.000 0.116Available Capacity (c_a), veh/h 0.0 791.7 0.0 857.1 0.0 832.4 0.0 826.5Upstream Filter Factor (I) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Uniform Delay (d1), s/veh 0.0 6.5 0.0 13.3 0.0 7.1 0.0 12.7Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.3 0.0 0.6 0.0 0.1Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Control Delay (d), s/veh 0.0 6.5 0.0 13.6 0.0 7.7 0.0 12.8First-Term Queue (Q1), veh/ln 0.0 0.1 0.0 0.8 0.0 0.7 0.0 0.3Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Percentile Back of Queue (Q%), veh/ln 0.0 0.1 0.0 0.9 0.0 0.8 0.0 0.3Percentile Storage Ratio (RQ%) 0.00 0.00 0.00 0.02 0.00 0.11 0.00 0.11Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0





Right Lane Group DataAssigned Movement 0 12 0 14 0 16 0 18Lane Assignment R R R RLanes in Group 0 1 0 1 0 1 0 1Group Volume (v), veh/h 0.0 31.5 0.0 122.8 0.0 53.3 0.0 56.5Group Sat. Flow (s), veh/h/ln 0.0 1496.3 0.0 1591.3 0.0 1549.8 0.0 1605.1Queue Serve Time (g_s), s 0.0 0.5 0.0 2.7 0.0 0.9 0.0 1.2Cycle Queue Clear Time (g_c), s 0.0 0.5 0.0 2.7 0.0 0.9 0.0 1.2Prot RT Sat Flow Rate (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Prot RT Eff. Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Proportion RT Outside Lane (P_R) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Lane Group Capacity (c), veh/h 0.0 707.4 0.0 454.1 0.0 732.7 0.0 458.0Volume-to-Capacity Ratio (X) 0.000 0.045 0.000 0.271 0.000 0.073 0.000 0.123Available Capacity (c_a), veh/h 0.0 707.4 0.0 962.2 0.0 732.7 0.0 970.6Upstream Filter Factor (I) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Uniform Delay (d1), s/veh 0.0 6.5 0.0 12.6 0.0 6.5 0.0 12.0Incremental Delay (d2), s/veh 0.0 0.1 0.0 0.3 0.0 0.2 0.0 0.1Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Control Delay (d), s/veh 0.0 6.6 0.0 12.9 0.0 6.7 0.0 12.2First-Term Queue (Q1), veh/ln 0.0 0.1 0.0 0.8 0.0 0.2 0.0 0.4Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000Percentile Back of Queue (Q%), veh/ln 0.0 0.1 0.0 0.9 0.0 0.2 0.0 0.4Percentile Storage Ratio (RQ%) 0.00 0.04 0.00 0.20 0.00 0.04 0.00 0.11Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Intersection SummaryHCM Average Control Delay 9.8HCM Level of Service A



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Stop StopVolume (vph) 60 178 32 44 128 12 48 148 52 8 64 32Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 65 193 35 48 139 13 52 161 57 9 70 35

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 65 228 48 152 213 57 78 35Volume Left (vph) 65 0 48 0 52 0 9 0Volume Right (vph) 0 35 0 13 0 57 0 35Hadj (s) 0.53 -0.07 0.53 -0.03 0.16 -0.67 0.09 -0.67Departure Headway (s) 6.4 5.8 6.5 5.9 6.2 5.3 6.3 5.6Degree Utilization, x 0.12 0.37 0.09 0.25 0.36 0.08 0.14 0.05Capacity (veh/h) 533 597 521 573 548 633 528 594Control Delay (s) 9.0 10.9 8.9 9.7 11.4 7.6 9.1 7.7Approach Delay (s) 10.5 9.5 10.6 8.7Approach LOS B A B A

Intersection SummaryDelay 10.1HCM Level of Service BIntersection Capacity Utilization 42.9% ICU Level of Service AAnalysis Period (min) 15



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 6 0 12 3 0 3 11 184 46 24 291 3Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 7 0 13 3 0 3 12 200 50 26 316 3PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL NoneMedian storage veh) 2Upstream signal (ft) 1122pX, platoon unblockedvC, conflicting volume 497 644 160 472 621 125 320 250vC1, stage 1 conf vol 370 370 249 249vC2, stage 2 conf vol 127 274 223 372vCu, unblocked vol 497 644 160 472 621 125 320 250tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1tC, 2 stage (s) 6.5 5.5 6.5 5.5tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 99 100 98 99 100 100 99 98cM capacity (veh/h) 577 530 857 619 537 902 1237 1313

Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3Volume Total 20 7 12 133 117 26 211 109Volume Left 7 3 12 0 0 26 0 0Volume Right 13 3 0 0 50 0 0 3cSH 737 735 1237 1700 1700 1313 1700 1700Volume to Capacity 0.03 0.01 0.01 0.08 0.07 0.02 0.12 0.06Queue Length 95th (ft) 2 1 1 0 0 2 0 0Control Delay (s) 10.0 9.9 7.9 0.0 0.0 7.8 0.0 0.0Lane LOS B A A AApproach Delay (s) 10.0 9.9 0.4 0.6Approach LOS B A


HCM Unsignalized Intersection Capacity Analysis17: 600 East & 1050/Independ 12/2/2011



Direction, Lane # EB 1 NB 1 SB 1Volume Total 7 239 113Volume Left 2 4 0Volume Right 4 0 4cSH 791 1476 1700Volume to Capacity 0.01 0.00 0.07Queue Length 95th (ft) 1 0 0Control Delay (s) 9.6 0.2 0.0Lane LOS A AApproach Delay (s) 9.6 0.2 0.0Approach LOS A


HCM Unsignalized Intersection Capacity Analysis21: 800 East & Stadium 12/2/2011


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 12 0 6 24 0 6 2 223 50 24 278 4Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 13 0 7 26 0 7 2 242 54 26 302 4PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 397pX, platoon unblockedvC, conflicting volume 489 658 153 484 633 148 307 297vC1, stage 1 conf vol 357 357 274 274vC2, stage 2 conf vol 132 301 210 359vCu, unblocked vol 489 658 153 484 633 148 307 297tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1tC, 2 stage (s) 6.5 5.5 6.5 5.5tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 98 100 99 96 100 99 100 98cM capacity (veh/h) 585 528 865 621 542 872 1251 1261

Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3Volume Total 20 33 2 162 135 26 201 105Volume Left 13 26 2 0 0 26 0 0Volume Right 7 7 0 0 54 0 0 4cSH 656 658 1251 1700 1700 1261 1700 1700Volume to Capacity 0.03 0.05 0.00 0.10 0.08 0.02 0.12 0.06Queue Length 95th (ft) 2 4 0 0 0 2 0 0Control Delay (s) 10.7 10.8 7.9 0.0 0.0 7.9 0.0 0.0Lane LOS B B A AApproach Delay (s) 10.7 10.8 0.1 0.6Approach LOS B B


HCM Unsignalized Intersection Capacity Analysis24: 1000 North & Independ 12/2/2011


HCM Unsignalized Intersection Capacity Analysis26: 800 East & Blue 12/2/2011


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 0 0 0 241 306 0Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 0 262 333 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 759pX, platoon unblockedvC, conflicting volume 464 166 333vC1, stage 1 conf vol 333vC2, stage 2 conf vol 131vCu, unblocked vol 464 166 333tC, single (s) 6.8 6.9 4.1tC, 2 stage (s) 5.8tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 659 849 1224

Direction, Lane # NB 1 NB 2 SB 1 SB 2Volume Total 131 131 166 166Volume Left 0 0 0 0Volume Right 0 0 0 0cSH 1700 1700 1700 1700Volume to Capacity 0.08 0.08 0.10 0.10Queue Length 95th (ft) 0 0 0 0Control Delay (s) 0.0 0.0 0.0 0.0Lane LOSApproach Delay (s) 0.0 0.0Approach LOS


HCM Unsignalized Intersection Capacity Analysis30: 800 East & Public Safety 12/2/2011


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (veh/h) 24 6 158 36 4 322Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 26 7 172 39 4 350PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 881pX, platoon unblockedvC, conflicting volume 375 105 211vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 375 105 211tC, single (s) 6.8 6.9 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 96 99 100cM capacity (veh/h) 597 929 1357

Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 33 114 96 4 175 175Volume Left 26 0 0 4 0 0Volume Right 7 0 39 0 0 0cSH 643 1700 1700 1357 1700 1700Volume to Capacity 0.05 0.07 0.06 0.00 0.10 0.10Queue Length 95th (ft) 4 0 0 0 0 0Control Delay (s) 10.9 0.0 0.0 7.7 0.0 0.0Lane LOS B AApproach Delay (s) 10.9 0.0 0.1Approach LOS B




Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 1 2 1 163 324 2Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 1 2 1 177 352 2PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 761pX, platoon unblockedvC, conflicting volume 444 177 354vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 444 177 354tC, single (s) 6.8 6.9 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 542 835 1201

Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2Volume Total 3 60 118 235 120Volume Left 1 1 0 0 0Volume Right 2 0 0 0 2cSH 708 1201 1700 1700 1700Volume to Capacity 0.00 0.00 0.07 0.14 0.07Queue Length 95th (ft) 0 0 0 0 0Control Delay (s) 10.1 0.2 0.0 0.0 0.0Lane LOS B AApproach Delay (s) 10.1 0.1 0.0Approach LOS B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 12 0 36 4 0 2 60 192 36 22 64 97Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 13 0 39 4 0 2 65 209 39 24 70 105PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 712pX, platoon unblockedvC, conflicting volume 531 548 122 568 582 228 175 248vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 531 548 122 568 582 228 175 248tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 97 100 96 99 100 100 95 98cM capacity (veh/h) 435 415 929 395 398 811 1401 1318

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 52 7 313 199Volume Left 13 4 65 24Volume Right 39 2 39 105cSH 724 477 1401 1318Volume to Capacity 0.07 0.01 0.05 0.02Queue Length 95th (ft) 6 1 4 1Control Delay (s) 10.4 12.7 1.9 1.1Lane LOS B B A AApproach Delay (s) 10.4 12.7 1.9 1.1Approach LOS B B



Existing PM Peak 11/17/2011 Baseline Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 47 496 105 26 496 112 151 88 47 76 152 116Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 270 964 203 236 1144 512 685 986 838 749 1025 868Proportion Arriving On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.53 0.53 0.53 0.53 0.53 0.53Movement Delay, s/veh 25.6 21.7 21.8 26.7 20.5 18.7 12.3 8.9 8.7 10.1 9.4 9.3Movement LOS C C C C C B B A A B A AApproach Volume, veh/h 704 689 311 374Approach Delay, s/veh 22.0 20.4 10.6 9.5Approach LOS C C B A








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 103 360 180 18 368 46 212 156 16 40 100 120Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 0.99 1.00 1.00 0.99 1.00 1.00 1.00 0.99Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 328 689 608 336 689 578 580 810 714 585 810 684Proportion Arriving On Green 0.37 0.37 0.37 0.37 0.37 0.37 0.43 0.43 0.43 0.43 0.43 0.43Movement Delay, s/veh 21.0 14.9 13.0 18.3 15.0 11.6 15.3 10.5 9.2 11.5 9.9 10.4Movement LOS C B B B B B B B A B A BApproach Volume, veh/h 699 470 417 283Approach Delay, s/veh 15.3 14.8 13.1 10.4Approach LOS B B B B









Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 65 313 104 270 278 74 270 130Volume Left (vph) 65 0 104 0 100 0 39 0Volume Right (vph) 0 74 0 39 0 74 0 130Hadj (s) 0.53 -0.13 0.53 -0.07 0.21 -0.67 0.11 -0.67Departure Headway (s) 8.2 7.5 8.2 7.6 7.9 7.0 7.8 7.0Degree Utilization, x 0.15 0.65 0.24 0.57 0.61 0.14 0.58 0.25Capacity (veh/h) 419 458 418 448 435 484 447 489Control Delay (s) 11.4 22.4 12.6 19.0 21.4 10.0 19.8 11.2Approach Delay (s) 20.5 17.2 19.0 17.0Approach LOS C C C C

Intersection SummaryDelay 18.4HCM Level of Service CIntersection Capacity Utilization 61.5% ICU Level of Service BAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis17: 600 East & 1050/Holden 12/2/2011



Direction, Lane # EB 1 NB 1 SB 1Volume Total 7 283 401Volume Left 3 2 0Volume Right 3 0 4cSH 466 1158 1700Volume to Capacity 0.01 0.00 0.24Queue Length 95th (ft) 1 0 0Control Delay (s) 12.8 0.1 0.0Lane LOS B AApproach Delay (s) 12.8 0.1 0.0Approach LOS B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 12 0 6 3 0 3 6 411 12 12 461 12Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 13 0 7 3 0 3 7 447 13 13 501 13PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 397pX, platoon unblocked 1.00 1.00 1.00 1.00 1.00 1.00vC, conflicting volume 773 1007 257 749 1007 230 514 460vC1, stage 1 conf vol 534 534 466 466vC2, stage 2 conf vol 240 473 283 540vCu, unblocked vol 767 1001 257 743 1001 222 514 452tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1tC, 2 stage (s) 6.5 5.5 6.5 5.5tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 97 100 99 99 100 100 99 99cM capacity (veh/h) 454 421 742 483 422 780 1048 1101





Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (veh/h) 0 324 344 0 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 352 374 0 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 1066pX, platoon unblockedvC, conflicting volume 374 726 374vC1, stage 1 conf vol 374vC2, stage 2 conf vol 352vCu, unblocked vol 374 726 374tC, single (s) 4.1 6.4 6.2tC, 2 stage (s) 5.4tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1185 585 672

Direction, Lane # EB 1 WB 1Volume Total 352 374Volume Left 0 0Volume Right 0 0cSH 1700 1700Volume to Capacity 0.21 0.22Queue Length 95th (ft) 0 0Control Delay (s) 0.0 0.0Lane LOSApproach Delay (s) 0.0 0.0Approach LOS



2016 AM 11/17/2011 Baseline Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 50 580 50 60 370 40 80 90 20 30 50 20Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 377 1226 106 272 1283 571 727 894 758 685 930 788Proportion Arriving On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.48 0.48 0.48 0.48 0.48 0.48Movement Delay, s/veh 19.3 18.0 18.1 23.8 16.1 14.6 11.0 10.2 9.6 10.9 9.8 9.6Movement LOS B B B C B B B B A B A AApproach Volume, veh/h 739 511 207 109Approach Delay, s/veh 18.1 17.0 10.5 10.1Approach LOS B B B B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 50 380 140 20 230 50 100 70 10 110 280 90Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 0.99 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 404 616 539 280 616 519 532 850 744 705 1239 390Proportion Arriving On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.46 0.46 0.46 0.46 0.46 0.46Movement Delay, s/veh 16.3 16.1 13.0 19.6 13.8 12.1 11.7 8.2 7.7 9.6 9.3 9.4Movement LOS B B B B B B B A A A A AApproach Volume, veh/h 620 326 196 522Approach Delay, s/veh 15.4 13.9 10.1 9.4Approach LOS B B B A









Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 76 283 54 174 250 65 87 43Volume Left (vph) 76 0 54 0 65 0 11 0Volume Right (vph) 0 43 0 11 0 65 0 43Hadj (s) 0.53 -0.07 0.53 -0.01 0.16 -0.67 0.10 -0.67Departure Headway (s) 6.7 6.1 6.9 6.3 6.5 5.7 6.7 6.0Degree Utilization, x 0.14 0.48 0.10 0.31 0.45 0.10 0.16 0.07Capacity (veh/h) 510 568 493 538 521 594 493 551Control Delay (s) 9.6 13.3 9.5 10.9 13.5 8.1 9.8 8.2Approach Delay (s) 12.5 10.5 12.4 9.3Approach LOS B B B A




Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 5 5 5 190 355 5Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 5 5 5 207 386 5Pedestrians 35Lane Width (ft) 16.0Walking Speed (ft/s) 4.0Percent Blockage 4Right turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 761pX, platoon unblockedvC, conflicting volume 538 231 426vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 538 231 426tC, single (s) 6.8 6.9 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 99 99 99cM capacity (veh/h) 453 742 1086




2016 PM Peak 11/17/2011 Baseline Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 50 590 120 30 600 130 170 90 50 90 160 130Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 267 1105 224 234 1302 582 623 916 778 691 952 806Proportion Arriving On Green 0.37 0.37 0.37 0.37 0.37 0.37 0.49 0.49 0.49 0.49 0.49 0.49Movement Delay, s/veh 25.7 20.7 20.7 26.8 19.5 17.4 15.6 10.9 10.7 12.6 11.5 11.5Movement LOS C C C C B B B B B B B BApproach Volume, veh/h 826 826 337 413Approach Delay, s/veh 21.0 19.4 13.5 11.8Approach LOS C B B B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 120 440 210 20 410 90 240 170 20 50 120 140Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 320 732 646 297 732 614 527 781 688 546 781 659Proportion Arriving On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.42 0.42 0.42 0.42 0.42 0.42Movement Delay, s/veh 22.3 16.3 12.8 20.1 15.4 11.6 19.0 11.7 10.1 13.1 11.1 11.7Movement LOS C B B C B B B B B B B BApproach Volume, veh/h 837 565 467 337Approach Delay, s/veh 16.3 14.9 15.7 11.7Approach LOS B B B B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 90 170 80 40 140 80 60 290 20 50 380 100Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 0.96 0.99 0.99 0.95 0.98 0.95 0.97 0.96Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1937 1937 1863 1937 1863 1863 1863 1863 1863 1863Lanes 1 1 1 1 1 1 1 2 1 1 2 1Lane AssignmentCapacity, veh/h 462 602 524 455 602 506 507 1585 674 555 1585 684Proportion Arriving On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.45 0.45 0.45 0.45 0.45 0.45Movement Delay, s/veh 14.4 12.5 11.8 14.1 12.2 11.8 10.6 8.3 7.5 9.7 8.7 8.4Movement LOS B B B B B B B A A A A AApproach Volume, veh/h 370 283 402 576Approach Delay, s/veh 12.8 12.4 8.6 8.7Approach LOS B B A A









Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 65 359 109 293 293 76 283 141Volume Left (vph) 65 0 109 0 109 0 43 0Volume Right (vph) 0 87 0 43 0 76 0 141Hadj (s) 0.53 -0.14 0.53 -0.07 0.22 -0.67 0.11 -0.67Departure Headway (s) 8.5 7.8 8.6 8.0 8.3 7.4 8.2 7.4Degree Utilization, x 0.15 0.78 0.26 0.65 0.68 0.16 0.64 0.29Capacity (veh/h) 406 447 402 431 416 460 417 466Control Delay (s) 11.8 32.2 13.3 23.4 25.9 10.6 23.4 12.2Approach Delay (s) 29.0 20.7 22.8 19.7Approach LOS D C C C

Intersection SummaryDelay 23.1HCM Level of Service CIntersection Capacity Utilization 65.4% ICU Level of Service CAnalysis Period (min) 15



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 880 80 90 580 70 120 140 30 50 80 20Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 420 1752 159 275 1843 821 495 638 540 438 663 562Proportion Arriving On Green 0.52 0.52 0.52 0.52 0.52 0.52 0.34 0.34 0.34 0.34 0.34 0.34Movement Delay, s/veh 15.3 13.4 13.4 22.6 11.3 9.7 22.5 19.8 18.0 22.1 18.6 17.7Movement LOS B B B C B A C B B C B BApproach Volume, veh/h 1120 804 315 163Approach Delay, s/veh 13.5 12.6 20.7 19.7Approach LOS B B C B









Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 76 27 451 163Volume Left 27 16 22 5Volume Right 43 5 5 11cSH 562 383 1422 1130Volume to Capacity 0.14 0.07 0.02 0.00Queue Length 95th (ft) 12 6 1 0Control Delay (s) 12.4 15.1 0.5 0.3Lane LOS B C A AApproach Delay (s) 12.4 15.1 0.5 0.3Approach LOS B C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 590 200 30 410 80 150 100 20 180 380 140Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 0.99 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 348 774 679 211 774 654 370 742 648 580 1038 378Proportion Arriving On Green 0.42 0.42 0.42 0.42 0.42 0.42 0.40 0.40 0.40 0.40 0.40 0.40Movement Delay, s/veh 19.2 22.4 11.9 24.8 14.2 10.8 22.4 11.8 10.9 15.8 14.3 14.5Movement LOS B C B C B B C B B B B BApproach Volume, veh/h 935 565 293 761Approach Delay, s/veh 19.7 14.3 17.6 14.8Approach LOS B B B B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 100 160 170 80 170 80 60 240 50 90 300 70Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 0.99 0.97 0.98 0.98 0.99 0.94 0.96 0.98Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1937 1937 1863 1937 1863 1863 1863 1863 1863 1863Lanes 1 1 1 1 1 1 1 2 1 1 2 1Lane AssignmentCapacity, veh/h 450 615 528 469 615 532 549 1568 661 576 1568 686Proportion Arriving On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.44 0.44 0.44 0.44 0.44 0.44Movement Delay, s/veh 15.1 12.3 12.7 14.4 12.4 11.7 10.2 8.3 8.1 10.3 8.6 8.2Movement LOS B B B B B B B A A B A AApproach Volume, veh/h 467 359 380 500Approach Delay, s/veh 13.1 12.7 8.6 8.9Approach LOS B B A A









Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 87 315 76 228 380 87 120 54Volume Left (vph) 87 0 76 0 76 0 11 0Volume Right (vph) 0 54 0 22 0 87 0 54Hadj (s) 0.53 -0.09 0.53 -0.03 0.13 -0.67 0.08 -0.67Departure Headway (s) 7.6 7.0 7.8 7.2 7.1 6.3 7.6 6.9Degree Utilization, x 0.18 0.61 0.16 0.46 0.75 0.15 0.25 0.10Capacity (veh/h) 449 490 437 465 492 545 437 478Control Delay (s) 11.1 19.3 11.1 15.0 27.4 9.3 12.0 9.5Approach Delay (s) 17.5 14.0 24.0 11.2Approach LOS C B C B

Intersection SummaryDelay 18.2HCM Level of Service CIntersection Capacity Utilization 55.2% ICU Level of Service BAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis17: 600 East & 1050 12/2/2011







Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 80 800 170 40 860 190 250 150 80 130 260 190Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 217 1284 273 190 1526 683 463 829 704 558 862 729Proportion Arriving On Green 0.43 0.43 0.43 0.43 0.43 0.43 0.44 0.44 0.44 0.44 0.44 0.44Movement Delay, s/veh 32.3 22.4 22.6 31.7 20.2 16.8 30.4 15.5 14.8 19.7 17.0 16.6Movement LOS C C C C C B C B B B B BApproach Volume, veh/h 1141 1185 522 630Approach Delay, s/veh 23.2 20.0 23.1 17.5Approach LOS C C C B










Intersection SummaryHCM Average Control Delay 21.1HCM Level of Service C




Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 27 33 440 587Volume Left 11 16 22 16Volume Right 5 16 11 38cSH 234 292 1002 1141Volume to Capacity 0.12 0.11 0.02 0.01Queue Length 95th (ft) 10 9 2 1Control Delay (s) 22.4 18.8 0.7 0.4Lane LOS C C A AApproach Delay (s) 22.4 18.8 0.7 0.4Approach LOS C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 170 620 280 30 600 120 330 215 20 60 150 200Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 232 880 777 217 880 740 401 755 665 445 755 638Proportion Arriving On Green 0.47 0.47 0.47 0.47 0.47 0.47 0.41 0.41 0.41 0.41 0.41 0.41Movement Delay, s/veh 55.5 23.7 15.7 32.4 22.7 13.8 57.3 19.2 16.2 22.7 18.1 19.9Movement LOS E C B C C B E B B C B BApproach Volume, veh/h 1163 815 614 446Approach Delay, s/veh 26.7 21.6 41.4 19.7Approach LOS C C D B









Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 87 413 152 359 435 109 380 174Volume Left (vph) 87 0 152 0 141 0 54 0Volume Right (vph) 0 109 0 54 0 109 0 174Hadj (s) 0.53 -0.15 0.53 -0.07 0.20 -0.67 0.11 -0.67Departure Headway (s) 9.7 9.0 9.9 9.3 9.4 8.5 9.4 8.7Degree Utilization, x 0.23 1.04 0.42 0.93 1.13 0.26 0.99 0.42Capacity (veh/h) 359 395 348 376 397 407 380 411Control Delay (s) 14.4 84.9 18.6 58.8 115.7 13.3 74.3 16.5Approach Delay (s) 72.6 46.8 95.2 56.2Approach LOS F E F F

Intersection SummaryDelay 67.9HCM Level of Service FIntersection Capacity Utilization 82.1% ICU Level of Service EAnalysis Period (min) 15




Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3Volume Total 27 158 33 384 208 54 424 217Volume Left 16 76 33 0 0 54 0 0Volume Right 11 82 0 0 16 0 0 5cSH 374 463 939 1700 1700 979 1700 1700Volume to Capacity 0.07 0.34 0.03 0.23 0.12 0.06 0.25 0.13Queue Length 95th (ft) 6 37 3 0 0 4 0 0Control Delay (s) 15.4 16.7 9.0 0.0 0.0 8.9 0.0 0.0Lane LOS C C A AApproach Delay (s) 15.4 16.7 0.5 0.7Approach LOS C C


HCM Unsignalized Intersection Capacity Analysis17: 600 East & 1050 12/2/2011



Direction, Lane # EB 1 NB 1 SB 1Volume Total 16 435 560Volume Left 11 5 0Volume Right 5 0 5cSH 275 1011 1700Volume to Capacity 0.06 0.01 0.33Queue Length 95th (ft) 5 0 0Control Delay (s) 18.9 0.2 0.0Lane LOS C AApproach Delay (s) 18.9 0.2 0.0Approach LOS C





Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2Volume Total 11 246 482 449 230Volume Left 5 5 0 0 0Volume Right 5 0 0 0 5cSH 331 909 1700 1700 1700Volume to Capacity 0.03 0.01 0.28 0.26 0.14Queue Length 95th (ft) 3 0 0 0 0Control Delay (s) 16.2 0.3 0.0 0.0 0.0Lane LOS C AApproach Delay (s) 16.2 0.1 0.0Approach LOS C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 15 0 35 15 0 25 5 375 5 5 435 40Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 16 0 38 16 0 27 5 408 5 5 473 43PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 712pX, platoon unblocked 0.94 0.94 0.94 0.94 0.94 0.94vC, conflicting volume 954 929 495 965 948 410 516 413vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 917 891 427 929 911 410 451 413tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 93 100 94 92 100 96 99 100cM capacity (veh/h) 225 261 588 216 254 641 1040 1146




Existing AM 11/17/2011 Development Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 38 466 44 47 306 40 67 88 18 26 50 13Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 355 1022 96 272 1079 480 796 975 827 755 1014 860Proportion Arriving On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.52 0.52 0.52 0.52 0.52 0.52Movement Delay, s/veh 19.8 18.9 18.9 23.1 17.2 16.0 8.4 7.9 7.4 8.4 7.6 7.4Movement LOS B B B C B B A A A A A AApproach Volume, veh/h 596 427 188 97Approach Delay, s/veh 19.0 17.8 8.0 7.8Approach LOS B B A A








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 41 293 126 22 201 48 113 98 21 100 271 77Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 0.99 0.99 0.99 0.99 1.00 0.99 0.99 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 383 541 472 305 541 456 586 901 789 723 1356 378Proportion Arriving On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.48 0.48 0.48 0.48 0.48 0.48Movement Delay, s/veh 16.5 15.8 13.7 18.3 14.4 12.8 10.0 7.1 6.6 8.4 7.8 7.9Movement LOS B B B B B B B A A A A AApproach Volume, veh/h 500 295 252 487Approach Delay, s/veh 15.3 14.4 8.5 8.0Approach LOS B B A A








Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (veh/h) 23 243 195 19 78 63Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 25 264 212 21 85 68Pedestrians 30 30 30Lane Width (ft) 13.0 16.0 12.0Walking Speed (ft/s) 4.0 4.0 4.0Percent Blockage 3 3 3Right turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 1066pX, platoon unblockedvC, conflicting volume 263 596 282vC1, stage 1 conf vol 252vC2, stage 2 conf vol 344vCu, unblocked vol 263 596 282tC, single (s) 4.1 6.4 6.2tC, 2 stage (s) 5.4tF (s) 2.2 3.5 3.3p0 queue free % 98 86 90cM capacity (veh/h) 1269 606 718

Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total 25 264 233 85 68Volume Left 25 0 0 85 0Volume Right 0 0 21 0 68cSH 1269 1700 1700 606 718Volume to Capacity 0.02 0.16 0.14 0.14 0.10Queue Length 95th (ft) 2 0 0 12 8Control Delay (s) 7.9 0.0 0.0 11.9 10.5Lane LOS A B BApproach Delay (s) 0.7 0.0 11.3Approach LOS B





Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 50 72 22 141 141 225 145Volume Left 50 0 22 0 0 0 0Volume Right 0 72 0 0 0 0 33cSH 624 825 1184 1700 1700 1700 1700Volume to Capacity 0.08 0.09 0.02 0.08 0.08 0.13 0.09Queue Length 95th (ft) 7 7 1 0 0 0 0Control Delay (s) 11.3 9.8 8.1 0.0 0.0 0.0 0.0Lane LOS B A AApproach Delay (s) 10.4 0.6 0.0Approach LOS B



Existing PM 11/17/2011 Development Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 47 550 121 30 529 120 158 93 49 88 174 116Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 283 1042 229 235 1247 558 628 938 798 707 976 826Proportion Arriving On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.50 0.50 0.50 0.50 0.50 0.50Movement Delay, s/veh 24.6 20.9 21.0 26.6 19.4 17.7 14.6 10.2 9.9 11.8 10.9 10.6Movement LOS C C C C B B B B A B B BApproach Volume, veh/h 780 738 326 411Approach Delay, s/veh 21.2 19.4 12.5 11.0Approach LOS C B B B









Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 20 27 296 415Volume Left 3 13 13 13Volume Right 3 13 7 26cSH 370 445 1156 1280Volume to Capacity 0.05 0.06 0.01 0.01Queue Length 95th (ft) 4 5 1 1Control Delay (s) 15.3 13.6 0.5 0.3Lane LOS C B A AApproach Delay (s) 15.3 13.6 0.5 0.3Approach LOS C B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 104 361 246 24 371 76 253 200 21 40 139 121Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 0.99 1.00 1.00 0.99 1.00 1.00 1.00 0.99Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 325 690 609 334 690 579 562 813 717 545 813 687Proportion Arriving On Green 0.37 0.37 0.37 0.37 0.37 0.37 0.44 0.44 0.44 0.44 0.44 0.44Movement Delay, s/veh 21.4 15.1 14.0 18.7 15.3 12.0 17.3 11.1 9.3 12.3 10.4 10.5Movement LOS C B B B B B B B A B B BApproach Volume, veh/h 773 512 515 326Approach Delay, s/veh 15.6 14.9 14.3 10.7Approach LOS B B B B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 113 196 100 33 156 84 79 335 20 47 391 117Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 0.94 0.98 0.99 0.92 0.97 0.91 0.95 0.93Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1937 1937 1863 1937 1863 1863 1863 1863 1863 1863Lanes 1 1 1 1 1 1 1 2 1 1 2 1Lane AssignmentCapacity, veh/h 482 684 593 477 684 555 458 1505 614 483 1505 625Proportion Arriving On Green 0.37 0.37 0.37 0.37 0.37 0.37 0.43 0.43 0.43 0.43 0.43 0.43Movement Delay, s/veh 14.7 12.2 11.5 14.0 11.9 11.4 13.4 10.1 9.0 11.9 10.4 10.3Movement LOS B B B B B B B B A B B BApproach Volume, veh/h 445 297 472 603Approach Delay, s/veh 12.7 12.0 10.7 10.5Approach LOS B B B B









Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 77 374 134 351 310 92 284 133Volume Left (vph) 77 0 134 0 100 0 50 0Volume Right (vph) 0 74 0 55 0 92 0 133Hadj (s) 0.53 -0.10 0.53 -0.08 0.20 -0.67 0.12 -0.67Departure Headway (s) 8.9 8.3 8.9 8.3 8.7 7.9 8.7 7.9Degree Utilization, x 0.19 0.86 0.33 0.81 0.75 0.20 0.68 0.29Capacity (veh/h) 391 427 394 424 401 438 396 437Control Delay (s) 12.8 43.3 15.0 36.8 32.6 11.7 27.3 12.9Approach Delay (s) 38.1 30.8 27.8 22.7Approach LOS E D D C

Intersection SummaryDelay 30.1HCM Level of Service DIntersection Capacity Utilization 68.2% ICU Level of Service CAnalysis Period (min) 15




Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total 74 368 473 86 91Volume Left 74 0 0 86 0Volume Right 0 0 79 0 91cSH 1012 1700 1700 425 516Volume to Capacity 0.07 0.22 0.28 0.20 0.18Queue Length 95th (ft) 6 0 0 19 16Control Delay (s) 8.8 0.0 0.0 15.6 13.5Lane LOS A C BApproach Delay (s) 1.5 0.0 14.5Approach LOS B




Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 71 69 84 445 501 87Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 77 75 91 484 545 95Pedestrians 438Lane Width (ft) 12.0Walking Speed (ft/s) 4.0Percent Blockage 36Right turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 759pX, platoon unblockedvC, conflicting volume 1454 758 1077vC1, stage 1 conf vol 1030vC2, stage 2 conf vol 424vCu, unblocked vol 1454 758 1077tC, single (s) 6.8 6.9 4.1tC, 2 stage (s) 5.8tF (s) 3.5 3.3 2.2p0 queue free % 57 66 78cM capacity (veh/h) 180 222 408

Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 77 75 91 242 242 363 276Volume Left 77 0 91 0 0 0 0Volume Right 0 75 0 0 0 0 95cSH 180 222 408 1700 1700 1700 1700Volume to Capacity 0.43 0.34 0.22 0.14 0.14 0.21 0.16Queue Length 95th (ft) 49 35 21 0 0 0 0Control Delay (s) 39.2 29.3 16.3 0.0 0.0 0.0 0.0Lane LOS E D CApproach Delay (s) 34.3 2.6 0.0Approach LOS D





Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2Volume Total 7 205 407 407 207Volume Left 3 1 0 0 0Volume Right 3 0 0 0 3cSH 63 224 1700 1700 1700Volume to Capacity 0.10 0.00 0.24 0.24 0.12Queue Length 95th (ft) 8 0 0 0 0Control Delay (s) 68.4 0.2 0.0 0.0 0.0Lane LOS F AApproach Delay (s) 68.4 0.1 0.0Approach LOS F



2016 AM 11/17/2011 Development Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 50 589 53 62 392 44 85 98 22 31 52 20Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 373 1247 112 274 1310 583 715 883 749 668 918 779Proportion Arriving On Green 0.37 0.37 0.37 0.37 0.37 0.37 0.47 0.47 0.47 0.47 0.47 0.47Movement Delay, s/veh 19.4 17.9 17.9 23.9 16.1 14.5 11.5 10.6 10.0 11.4 10.2 10.0Movement LOS B B B C B B B B B B B AApproach Volume, veh/h 752 541 223 112Approach Delay, s/veh 18.0 16.9 10.9 10.5Approach LOS B B B B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 50 382 150 22 231 50 126 100 18 110 303 91Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 0.99 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 406 620 543 281 620 523 516 847 741 673 1256 371Proportion Arriving On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.45 0.45 0.45 0.45 0.45 0.45Movement Delay, s/veh 16.3 16.1 13.1 19.7 13.7 12.0 12.8 8.5 7.9 10.2 9.5 9.6Movement LOS B B B B B B B A A B A AApproach Volume, veh/h 633 329 265 548Approach Delay, s/veh 15.3 13.9 10.7 9.7Approach LOS B B B A









Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 50 72 22 162 162 241 153Volume Left 50 0 22 0 0 0 0Volume Right 0 72 0 0 0 0 33cSH 603 811 1162 1700 1700 1700 1700Volume to Capacity 0.08 0.09 0.02 0.10 0.10 0.14 0.09Queue Length 95th (ft) 7 7 1 0 0 0 0Control Delay (s) 11.5 9.9 8.2 0.0 0.0 0.0 0.0Lane LOS B A AApproach Delay (s) 10.5 0.5 0.0Approach LOS B



2016 PM 11/17/2011 Development Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 50 644 136 34 633 138 177 95 52 102 182 130Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.99Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 276 1176 248 230 1396 624 570 872 741 652 907 767Proportion Arriving On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.47 0.47 0.47 0.47 0.47 0.47Movement Delay, s/veh 24.7 20.0 20.0 26.9 18.5 16.4 18.4 12.3 11.9 14.5 13.2 12.9Movement LOS C B C C B B B B B B B BApproach Volume, veh/h 902 875 352 450Approach Delay, s/veh 20.3 18.5 15.6 13.4Approach LOS C B B B









Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 22 33 309 453Volume Left 5 16 11 16Volume Right 5 16 11 27cSH 358 424 1123 1263Volume to Capacity 0.06 0.08 0.01 0.01Queue Length 95th (ft) 5 6 1 1Control Delay (s) 15.7 14.2 0.4 0.4Lane LOS C B A AApproach Delay (s) 15.7 14.2 0.4 0.4Approach LOS C B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 121 441 276 26 413 90 281 214 25 50 159 141Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 314 728 642 292 728 610 514 787 694 510 787 665Proportion Arriving On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.42 0.42 0.42 0.42 0.42 0.42Movement Delay, s/veh 22.9 16.7 13.9 20.6 15.8 11.8 21.7 12.2 10.1 13.9 11.5 11.7Movement LOS C B B C B B C B B B B BApproach Volume, veh/h 911 575 565 380Approach Delay, s/veh 16.7 15.4 17.2 11.9Approach LOS B B B B









Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 77 409 138 375 325 95 297 143Volume Left (vph) 77 0 138 0 109 0 54 0Volume Right (vph) 0 76 0 60 0 95 0 143Hadj (s) 0.53 -0.10 0.53 -0.08 0.20 -0.67 0.13 -0.67Departure Headway (s) 9.2 8.6 9.3 8.6 9.1 8.2 9.1 8.3Degree Utilization, x 0.20 0.98 0.36 0.90 0.82 0.22 0.75 0.33Capacity (veh/h) 380 409 383 404 392 429 389 428Control Delay (s) 13.3 66.8 16.1 51.4 41.4 12.3 33.2 14.1Approach Delay (s) 58.3 41.9 34.8 27.0Approach LOS F E D D

Intersection SummaryDelay 41.1HCM Level of Service EIntersection Capacity Utilization 71.5% ICU Level of Service CAnalysis Period (min) 15




Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total 74 408 501 86 91Volume Left 74 0 0 86 0Volume Right 0 0 79 0 91cSH 988 1700 1700 406 497Volume to Capacity 0.07 0.24 0.29 0.21 0.18Queue Length 95th (ft) 6 0 0 20 17Control Delay (s) 8.9 0.0 0.0 16.2 13.9Lane LOS A C BApproach Delay (s) 1.4 0.0 15.0Approach LOS C





Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 77 75 91 258 258 405 297Volume Left 77 0 91 0 0 0 0Volume Right 0 75 0 0 0 0 95cSH 167 212 386 1700 1700 1700 1700Volume to Capacity 0.46 0.35 0.24 0.15 0.15 0.24 0.17Queue Length 95th (ft) 54 38 23 0 0 0 0Control Delay (s) 43.8 31.0 17.2 0.0 0.0 0.0 0.0Lane LOS E D CApproach Delay (s) 37.5 2.6 0.0Approach LOS E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 889 83 92 602 74 125 148 32 51 82 20Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 420 1785 167 279 1883 839 477 616 522 415 641 543Proportion Arriving On Green 0.53 0.53 0.53 0.53 0.53 0.53 0.33 0.33 0.33 0.33 0.33 0.33Movement Delay, s/veh 14.9 12.8 12.8 21.9 10.9 9.3 23.5 20.7 18.6 23.2 19.3 18.3Movement LOS B B B C B A C C B C B BApproach Volume, veh/h 1133 835 332 166Approach Delay, s/veh 12.9 12.0 21.6 20.4Approach LOS B B C C








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 592 210 32 411 80 176 130 28 180 403 141Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 0.99 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 348 776 681 210 776 656 358 740 647 550 1051 364Proportion Arriving On Green 0.42 0.42 0.42 0.42 0.42 0.42 0.40 0.40 0.40 0.40 0.40 0.40Movement Delay, s/veh 19.2 22.5 12.0 24.9 14.2 10.7 25.6 12.2 11.1 16.7 14.6 14.8Movement LOS B C B C B B C B B B B BApproach Volume, veh/h 948 568 363 787Approach Delay, s/veh 19.7 14.3 19.2 15.2Approach LOS B B B B








Intersection has too many lanes per leg.HCM All-Way analysis is limited to two lanes per leg.Channelized right turn lanes are not counted.




Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 50 72 22 216 216 351 208Volume Left 50 0 22 0 0 0 0Volume Right 0 72 0 0 0 0 33cSH 497 717 1007 1700 1700 1700 1700Volume to Capacity 0.10 0.10 0.02 0.13 0.13 0.21 0.12Queue Length 95th (ft) 8 8 2 0 0 0 0Control Delay (s) 13.1 10.6 8.7 0.0 0.0 0.0 0.0Lane LOS B B AApproach Delay (s) 11.6 0.4 0.0Approach LOS B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 80 854 186 44 893 198 257 155 82 142 282 190Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1937 1863 1863 1863 1863 1863 1863 1937 1937Lanes 1 2 0 1 2 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 208 1287 280 171 1537 688 441 824 701 550 857 725Proportion Arriving On Green 0.43 0.43 0.43 0.43 0.43 0.43 0.44 0.44 0.44 0.44 0.44 0.44Movement Delay, s/veh 33.3 23.8 24.1 34.3 20.5 16.8 33.3 15.8 15.1 20.5 17.6 16.9Movement LOS C C C C C B C B B C B BApproach Volume, veh/h 1217 1234 537 667Approach Delay, s/veh 24.6 20.4 24.8 18.1Approach LOS C C C B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 171 621 346 36 603 120 371 259 25 60 189 201Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1937 1863 1937 1937 1863 1863 1937 1863 1937 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 2 0Lane AssignmentCapacity, veh/h 216 859 758 202 859 722 401 776 684 422 776 655Proportion Arriving On Green 0.46 0.46 0.46 0.46 0.46 0.46 0.42 0.42 0.42 0.42 0.42 0.42Movement Delay, s/veh 67.5 25.4 17.4 34.3 24.2 14.4 79.6 19.4 15.7 23.4 18.0 19.1Movement LOS E C B C C B F B B C B BApproach Volume, veh/h 1237 825 712 489Approach Delay, s/veh 29.3 23.2 53.3 19.2Approach LOS C C D B









Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 99 474 182 440 466 127 395 176Volume Left (vph) 99 0 182 0 141 0 65 0Volume Right (vph) 0 109 0 71 0 127 0 176Hadj (s) 0.53 -0.13 0.53 -0.08 0.19 -0.67 0.12 -0.67Departure Headway (s) 10.1 9.5 10.1 9.5 9.8 9.0 9.7 8.9Degree Utilization, x 0.28 1.25 0.51 1.16 1.27 0.32 1.06 0.44Capacity (veh/h) 350 385 347 384 374 397 370 400Control Delay (s) 15.8 159.9 21.8 125.3 167.6 14.8 94.3 17.4Approach Delay (s) 135.0 95.1 134.8 70.6Approach LOS F F F F

Intersection SummaryDelay 108.9HCM Level of Service FIntersection Capacity Utilization 88.9% ICU Level of Service EAnalysis Period (min) 15




Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3Volume Total 27 158 27 449 241 54 504 258Volume Left 16 76 27 0 0 54 0 0Volume Right 11 82 0 0 16 0 0 5cSH 325 416 846 1700 1700 900 1700 1700Volume to Capacity 0.08 0.38 0.03 0.26 0.14 0.06 0.30 0.15Queue Length 95th (ft) 7 43 2 0 0 5 0 0Control Delay (s) 17.1 18.8 9.4 0.0 0.0 9.3 0.0 0.0Lane LOS C C A AApproach Delay (s) 17.1 18.8 0.4 0.6Approach LOS C C






Intersection SummaryAverage Delay 1.0Intersection Capacity Utilization 57.4% ICU Level of Service BAnalysis Period (min) 15




Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3Volume Total 27 11 11 477 255 16 520 276Volume Left 16 5 11 0 0 16 0 0Volume Right 11 5 0 0 16 0 0 16cSH 383 483 821 1700 1700 924 1700 1700Volume to Capacity 0.07 0.02 0.01 0.28 0.15 0.02 0.31 0.16Queue Length 95th (ft) 6 2 1 0 0 1 0 0Control Delay (s) 15.1 12.6 9.4 0.0 0.0 9.0 0.0 0.0Lane LOS C B A AApproach Delay (s) 15.1 12.6 0.1 0.2Approach LOS C B





Direction, Lane # EB 1 EB 2 WB 1 SB 1 SB 2Volume Total 74 484 610 86 91Volume Left 74 0 0 86 0Volume Right 0 0 79 0 91cSH 900 1700 1700 359 431Volume to Capacity 0.08 0.28 0.36 0.24 0.21Queue Length 95th (ft) 7 0 0 23 20Control Delay (s) 9.4 0.0 0.0 18.1 15.6Lane LOS A C CApproach Delay (s) 1.2 0.0 16.8Approach LOS C

Intersection SummaryAverage Delay 2.7Intersection Capacity Utilization 55.5% ICU Level of Service BAnalysis Period (min) 15




Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 77 75 91 323 323 492 341Volume Left 77 0 91 0 0 0 0Volume Right 0 75 0 0 0 0 95cSH 142 192 345 1700 1700 1700 1700Volume to Capacity 0.54 0.39 0.27 0.19 0.19 0.29 0.20Queue Length 95th (ft) 67 43 26 0 0 0 0Control Delay (s) 57.1 35.4 19.2 0.0 0.0 0.0 0.0Lane LOS F E CApproach Delay (s) 46.4 2.4 0.0Approach LOS E





Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 82 511 261 5 397 397Volume Left 22 0 0 5 0 0Volume Right 60 0 5 0 0 0cSH 376 1700 1700 839 1700 1700Volume to Capacity 0.22 0.30 0.15 0.01 0.23 0.23Queue Length 95th (ft) 20 0 0 0 0 0Control Delay (s) 17.2 0.0 0.0 9.3 0.0 0.0Lane LOS C AApproach Delay (s) 17.2 0.0 0.1Approach LOS C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 15 0 35 15 0 25 5 389 5 5 477 40Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 16 0 38 16 0 27 5 423 5 5 518 43PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 712pX, platoon unblocked 0.92 0.92 0.92 0.92 0.92 0.92vC, conflicting volume 1015 990 540 1026 1009 426 562 428vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 971 944 454 983 965 426 478 428tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 92 100 93 92 100 96 99 100cM capacity (veh/h) 202 238 556 193 231 629 995 1131



Queues13: 600 East & 1000 North 11/21/2011

Existing PM Peak 11/17/2011 Signal Synchro 8 ReportPage 1

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 65 239 74 104 230 39 100 178 74 39 230 130v/c Ratio 0.17 0.39 0.13 0.28 0.38 0.07 0.19 0.21 0.10 0.07 0.27 0.16Control Delay 9.7 10.9 3.6 11.0 10.7 4.1 9.8 9.3 3.4 8.7 9.6 3.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 9.7 10.9 3.6 11.0 10.7 4.1 9.8 9.3 3.4 8.7 9.6 3.0Queue Length 50th (ft) 7 27 0 11 25 0 11 19 0 4 26 0Queue Length 95th (ft) 29 80 17 42 77 12 41 61 17 20 77 23Internal Link Dist (ft) 1000 347 371 200Turn Bay Length (ft) 100 80 140 80 80 80 80 80Base Capacity (vph) 926 1512 1252 911 1512 1260 920 1512 1299 963 1512 1309Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.07 0.16 0.06 0.11 0.15 0.03 0.11 0.12 0.06 0.04 0.15 0.10

Intersection Summary



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 60 220 68 96 212 36 92 164 68 36 212 120Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 0.99 1.00 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 503 644 540 495 644 545 481 611 520 522 611 520Proportion Arriving On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.33 0.33 0.33 0.33 0.33 0.33Movement Delay, s/veh 10.1 8.6 7.7 10.7 8.6 7.5 11.1 8.7 8.1 9.7 9.1 8.5Movement LOS B A A B A A B A A A A AApproach Volume, veh/h 378 374 352 400Approach Delay, s/veh 8.7 9.0 9.2 9.0Approach LOS A A A A







2016 PM Peak 11/17/2011 Signal Synchro 8 ReportPage 1





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 60 250 80 100 230 40 100 170 70 40 220 130Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 0.99 1.00 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 494 673 565 476 673 570 467 620 527 510 620 527Proportion Arriving On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.33 0.33 0.33 0.33 0.33 0.33Movement Delay, s/veh 10.5 9.0 7.9 11.4 8.8 7.6 11.9 9.2 8.5 10.3 9.6 9.1Movement LOS B A A B A A B A A B A AApproach Volume, veh/h 424 402 370 424Approach Delay, s/veh 9.0 9.4 9.8 9.5Approach LOS A A A A








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 80 280 100 140 280 50 130 270 100 50 300 160Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.99 0.99 1.00 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 430 704 592 429 704 596 422 716 608 447 716 608Proportion Arriving On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38Movement Delay, s/veh 14.2 11.1 9.8 15.4 11.1 9.3 15.4 10.8 9.6 13.1 11.1 10.1Movement LOS B B A B B A B B A B B BApproach Volume, veh/h 500 511 543 554Approach Delay, s/veh 11.4 12.2 11.7 11.0Approach LOS B B B B







Existing PM 11/17/2011 Development with Realigned Signal Synchro 8 ReportPage 1





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 71 276 68 123 272 51 92 193 85 46 215 122Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 0.99 0.98 0.99 0.99 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 486 730 607 481 730 613 443 597 507 462 597 507Proportion Arriving On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.32 0.32 0.32 0.32 0.32 0.32Movement Delay, s/veh 10.9 8.8 7.5 11.8 8.8 7.4 12.9 10.3 9.5 11.8 10.5 9.9Movement LOS B A A B A A B B A B B AApproach Volume, veh/h 451 485 402 416Approach Delay, s/veh 8.9 9.4 10.8 10.5Approach LOS A A B B







2016 PM 11/17/2011 Development with Realigned Signal Synchro 8 ReportPage 1





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 71 306 70 127 290 55 100 199 87 50 223 132Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 0.99 0.98 0.99 0.99 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 481 761 633 466 761 640 426 598 508 446 598 508Proportion Arriving On Green 0.41 0.41 0.41 0.41 0.41 0.41 0.32 0.32 0.32 0.32 0.32 0.32Movement Delay, s/veh 11.3 9.1 7.6 12.5 8.9 7.5 14.0 11.0 10.1 12.7 11.2 10.6Movement LOS B A A B A A B B B B B BApproach Volume, veh/h 486 513 420 440Approach Delay, s/veh 9.2 9.7 11.6 11.2Approach LOS A A B B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 91 336 100 167 340 65 130 299 117 60 303 162Movement Number 7 4 14 3 8 18 5 2 12 1 6 16Initial Queue, veh 0 0 0 0 0 0 0 0 0 0 0 0Ped-Bike Adj. Factor (A_pbT) 1.00 0.98 0.99 0.99 1.00 1.00 1.00 1.00Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Adj. Sat. Flow Rate, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863Lanes 1 1 1 1 1 1 1 1 1 1 1 1Lane AssignmentCapacity, veh/h 421 788 656 423 788 662 377 678 576 381 678 576Proportion Arriving On Green 0.42 0.42 0.42 0.42 0.42 0.42 0.36 0.36 0.36 0.36 0.36 0.36Movement Delay, s/veh 15.1 11.1 9.4 16.9 11.2 9.1 18.4 13.2 11.5 16.5 13.2 12.0Movement LOS B B A B B A B B B B B BApproach Volume, veh/h 573 622 593 571Approach Delay, s/veh 11.5 12.6 14.1 13.2Approach LOS B B B B






SimTraffic Simulation SummaryRealign 600 E Stop Control 11/23/2011

Existing PM Peak SimTraffic ReportPage 1

Summary of All Intervals

Run Number 1 2 3 4 5 AvgStart Time 4:45 4:45 4:45 4:45 4:45 4:45 4:45End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15Total Time (min) 30 30 30 30 30 30 30Time Recorded (min) 15 15 15 15 15 15 15# of Intervals 2 2 2 2 2 2 2# of Recorded mScheduledIntervals 1 1 1 1 1 1 1Vehs Entered 894 898 892 898 881 988 906Vehs Exited 868 909 907 901 869 987 905Starting Vehs 80 122 114 112 101 112 99Ending Vehs 106 111 99 109 113 113 104Denied Entry Before 0 0 0 0 0 2 0Denied Entry After 0 1 0 0 1 2 0Travel Distance (mi) 599 633 628 630 606 683 630Travel Time (hr) 25.4 27.1 26.6 26.9 25.7 29.7 26.9Total Delay (hr) 7.1 7.9 7.8 8.0 7.4 9.2 7.9Total Stops 1146 1215 1172 1187 1162 1375 1209Fuel Used (gal) 23.1 24.8 24.3 24.6 23.6 27.1 24.6

Interval #0 Information SeedingStart Time 4:45End Time 5:00Total Time (min) 15Volumes adjusted by Growth Factors.No data recorded this interval.

Interval #1 Information RecordingStart Time 5:00End Time 5:15Total Time (min) 15Volumes adjusted by Growth Factors.

Run Number 1 2 3 4 5 AvgVehs Entered 894 898 892 898 881 988 906Vehs Exited 868 909 907 901 869 987 905Starting Vehs 80 122 114 112 101 112 99Ending Vehs 106 111 99 109 113 113 104Denied Entry Before 0 0 0 0 0 2 0Denied Entry After 0 1 0 0 1 2 0Travel Distance (mi) 599 633 628 630 606 683 630Travel Time (hr) 25.4 27.1 26.6 26.9 25.7 29.7 26.9Total Delay (hr) 7.1 7.9 7.8 8.0 7.4 9.2 7.9Total Stops 1146 1215 1172 1187 1162 1375 1209Fuel Used (gal) 23.1 24.8 24.3 24.6 23.6 27.1 24.6

SimTraffic Performance ReportRealign 600 E Stop Control 11/23/2011


13: 600 East & 1000 North Performance by movement

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Delay (hr) 0.1 0.3 0.1 0.1 0.2 0.0 0.1 0.1 0.1 0.0 0.2 0.1Delay / Veh (s) 12.3 15.8 11.4 10.0 13.4 5.6 12.4 13.8 11.6 14.5 14.9 7.6Total Stops 16 60 19 26 54 10 22 38 18 10 54 36Travel Dist (mi) 3.3 11.9 3.3 1.9 4.2 0.8 1.7 2.9 1.3 0.5 2.7 1.6Travel Time (hr) 0.2 0.7 0.2 0.1 0.3 0.1 0.1 0.3 0.1 0.1 0.3 0.1Avg Speed (mph) 21 19 21 13 12 15 12 12 15 8 9 11Fuel Used (gal) 0.1 0.4 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.1 0.0HC Emissions (g) 0 2 1 0 1 0 1 1 0 0 1 0CO Emissions (g) 17 65 22 6 21 3 22 37 20 2 14 6NOx Emissions (g) 2 7 2 1 2 0 2 4 1 0 2 1Vehicles Entered 16 60 17 25 54 10 22 38 17 10 54 30Vehicles Exited 16 59 16 26 54 10 22 38 16 10 54 31Hourly Exit Rate 64 236 64 104 216 40 88 152 64 40 216 124Input Volume 60 220 68 96 212 36 92 164 68 36 212 120% of Volume 107 107 94 108 102 111 96 93 94 111 102 103Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0


Movement AllTotal Delay (hr) 1.3Delay / Veh (s) 12.9Total Stops 363Travel Dist (mi) 36.1Travel Time (hr) 2.6Avg Speed (mph) 14Fuel Used (gal) 1.1HC Emissions (g) 7CO Emissions (g) 235NOx Emissions (g) 23Vehicles Entered 353Vehicles Exited 352Hourly Exit Rate 1408Input Volume 1384% of Volume 102Denied Entry Before 0Denied Entry After 0

Queuing and Blocking ReportRealign 600 E Stop Control 11/23/2011


Intersection: 13: 600 East & 1000 North

Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 59 118 72 77 114 66 110 46 153 95Average Queue (ft) 28 66 34 38 58 26 69 33 75 5495th Queue (ft) 61 122 76 82 123 68 123 61 137 105Link Distance (ft) 1038 367 411 206Upstream Blk Time (%) 0Queuing Penalty (veh) 1Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 13 0 6 0 8 0 11 0Queuing Penalty (veh) 17 1 8 0 5 0 14 0

SimTraffic Simulation Summary600 East Realigned Stop Control 11/23/2011

2016 PM Peak SimTraffic ReportPage 1






SimTraffic Performance Report600 East Realigned Stop Control 11/23/2011






Queuing and Blocking Report600 East Realigned Stop Control 11/23/2011



Movement EB EB WB WB WB NB NB SB SBDirections Served L TR L T R LT R LT RMaximum Queue (ft) 94 167 70 88 59 138 68 156 90Average Queue (ft) 39 99 37 55 22 81 38 86 5595th Queue (ft) 104 213 66 97 57 145 75 149 103Link Distance (ft) 1038 367 410 206Upstream Blk Time (%) 0Queuing Penalty (veh) 1Storage Bay Dist (ft) 120 140 70 70 70Storage Blk Time (%) 10 5 0 14 0 14 1Queuing Penalty (veh) 6 7 0 10 1 18 1

SimTraffic Simulation Summary600 East Realigned Stop Control 11/23/2011







SimTraffic Performance Report600 East Realigned Stop Control 11/23/2011






Queuing and Blocking Report600 East Realigned Stop Control 11/23/2011



Movement EB EB WB WB WB NB NB SB SBDirections Served L TR L T R LT R LT RMaximum Queue (ft) 134 527 118 153 92 449 95 223 95Average Queue (ft) 95 410 62 90 36 426 95 185 8795th Queue (ft) 197 827 124 168 94 475 95 287 121Link Distance (ft) 1038 367 410 206Upstream Blk Time (%) 64 33Queuing Penalty (veh) 0 170Storage Bay Dist (ft) 120 140 70 70 70Storage Blk Time (%) 0 72 0 24 0 96 3 72 8Queuing Penalty (veh) 0 57 0 45 0 96 12 115 27

SimTraffic Simulation SummaryDevelopment with Realign Stop Control 12/1/2011

Existing PM SimTraffic ReportPage 1


Run Number 1 2 3 4 5 AvgStart Time 6:45 6:45 6:45 6:45 6:45 6:45End Time 7:15 7:15 7:15 7:15 7:15 7:15Total Time (min) 30 30 30 30 30 30Time Recorded (min) 15 15 15 15 15 15# of Intervals 2 2 2 2 2 2# of Recorded mScheduledIntervals 1 1 1 1 1 1Vehs Entered 1128 1069 1028 1067 1080 1068Vehs Exited 1151 1066 1020 1075 1069 1078Starting Vehs 138 125 113 122 121 118Ending Vehs 115 128 121 114 132 118Denied Entry Before 3 1 0 2 0 0Denied Entry After 0 0 2 2 3 0Travel Distance (mi) 747 696 672 702 706 705Travel Time (hr) 34.1 31.5 29.5 31.2 32.1 31.7Total Delay (hr) 11.1 10.2 9.0 9.6 10.4 10.1Total Stops 1553 1466 1376 1444 1511 1464Fuel Used (gal) 29.9 28.3 26.6 28.5 28.1 28.3



Run Number 1 2 3 4 5 AvgVehs Entered 1128 1069 1028 1067 1080 1068Vehs Exited 1151 1066 1020 1075 1069 1078Starting Vehs 138 125 113 122 121 118Ending Vehs 115 128 121 114 132 118Denied Entry Before 3 1 0 2 0 0Denied Entry After 0 0 2 2 3 0Travel Distance (mi) 747 696 672 702 706 705Travel Time (hr) 34.1 31.5 29.5 31.2 32.1 31.7Total Delay (hr) 11.1 10.2 9.0 9.6 10.4 10.1Total Stops 1553 1466 1376 1444 1511 1464Fuel Used (gal) 29.9 28.3 26.6 28.5 28.1 28.3

SimTraffic Performance ReportDevelopment with Realign Stop Control 12/1/2011



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Delay (hr) 0.1 0.5 0.1 0.1 0.4 0.0 0.1 0.3 0.1 0.1 0.4 0.1Total Del/Veh (s) 17.8 24.2 17.2 13.7 19.7 8.5 22.9 21.6 15.9 18.0 23.9 10.4Speed Delay (hr) 0.1 0.5 0.1 0.1 0.4 0.0 0.1 0.3 0.1 0.1 0.4 0.1Speed Del/Veh (s) 13.4 22.9 12.7 13.7 19.7 8.5 22.0 20.7 11.5 18.0 23.9 10.4Total Stops 19 71 24 33 66 14 22 46 31 10 53 40Travel Dist (mi) 3.1 14.3 3.4 2.4 5.3 0.9 1.7 3.6 2.0 0.5 2.7 1.7Travel Time (hr) 0.2 1.0 0.2 0.2 0.6 0.1 0.2 0.4 0.2 0.1 0.5 0.2Avg Speed (mph) 18 15 17 11 9 13 8 9 12 7 6 9Fuel Used (gal) 0.1 0.5 0.1 0.1 0.2 0.0 0.1 0.2 0.1 0.0 0.1 0.1HC Emissions (g) 1 3 0 1 2 1 0 1 1 0 1 0CO Emissions (g) 23 98 19 25 54 12 18 46 36 4 23 8NOx Emissions (g) 2 10 2 3 6 2 2 4 3 1 2 1Vehicles Entered 16 72 17 31 67 12 21 46 25 10 53 33Vehicles Exited 15 72 17 31 67 12 21 45 26 11 54 33Hourly Exit Rate 60 288 68 124 268 48 84 180 104 44 216 132Input Volume 71 276 68 123 273 51 92 193 85 46 215 122% of Volume 85 104 100 101 98 94 91 93 122 96 100 108Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0


Movement AllTotal Delay (hr) 2.2Total Del/Veh (s) 19.6Speed Delay (hr) 2.1Speed Del/Veh (s) 18.6Total Stops 429Travel Dist (mi) 41.5Travel Time (hr) 3.8Avg Speed (mph) 11Fuel Used (gal) 1.6HC Emissions (g) 11CO Emissions (g) 366NOx Emissions (g) 38Vehicles Entered 403Vehicles Exited 404Hourly Exit Rate 1616Input Volume 1615% of Volume 100Denied Entry Before 0Denied Entry After 0

Queuing and Blocking ReportDevelopment with Realign Stop Control 12/1/2011



Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 125 236 75 114 163 84 185 95 185 94Average Queue (ft) 50 105 45 58 90 36 100 60 106 6595th Queue (ft) 129 236 93 128 183 94 187 108 198 113Link Distance (ft) 1038 349 411 196Upstream Blk Time (%) 3Queuing Penalty (veh) 10Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 0 31 0 0 17 0 24 1 24 1Queuing Penalty (veh) 0 43 1 0 29 0 20 2 29 3


2016 PM SimTraffic ReportPage 1









Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 113 271 75 112 179 82 214 94 160 95Average Queue (ft) 46 145 48 66 123 45 127 60 104 6895th Queue (ft) 121 348 95 151 264 108 251 112 189 115Link Distance (ft) 1038 349 411 196Upstream Blk Time (%) 1 3Queuing Penalty (veh) 6 13Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 47 1 27 0 36 1 28 2Queuing Penalty (veh) 66 2 49 1 31 2 37 7




Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 144 564 75 165 323 95 443 95 224 95Average Queue (ft) 105 368 71 133 230 73 421 90 207 8895th Queue (ft) 196 822 95 216 406 132 477 124 276 123Link Distance (ft) 1038 349 411 196Upstream Blk Time (%) 0 5 78 51Queuing Penalty (veh) 0 29 0 270Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 0 80 4 3 69 1 98 1 87 6Queuing Penalty (veh) 0 153 16 10 159 3 115 5 141 21

SimTraffic Simulation SummaryBaseline 12/2/2011

Existing AM SimTraffic ReportPage 1






SimTraffic Performance ReportBaseline 12/2/2011






Queuing and Blocking ReportBaseline 12/2/2011



Movement EB EB EB WB WB NB NB SB SBDirections Served L T R L T LT R LT RMaximum Queue (ft) 39 70 26 7 24 93 49 45 28Average Queue (ft) 21 39 9 1 6 51 24 29 1495th Queue (ft) 39 82 28 9 22 90 53 45 35Link Distance (ft) 1036 300 402 206Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 120 50 140 70 70Storage Blk Time (%) 2 0 3 0 0Queuing Penalty (veh) 2 0 1 0 0




Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 32 114 72 46 72 3 223 86 164 95Average Queue (ft) 22 60 26 14 26 0 107 40 94 6195th Queue (ft) 41 112 70 44 68 0 255 94 179 112Link Distance (ft) 1036 300 402 206Upstream Blk Time (%) 0 2Queuing Penalty (veh) 0 7Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 14 0 2 24 1 21 1Queuing Penalty (veh) 18 0 2 16 2 25 3

SimTraffic Simulation SummaryDevelopment 12/2/2011

2016 AM SimTraffic ReportPage 1






SimTraffic Performance ReportDevelopment 12/2/2011






Queuing and Blocking ReportDevelopment 12/2/2011



Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 42 78 54 20 62 16 114 64 49 45Average Queue (ft) 24 42 15 5 24 4 66 27 32 2195th Queue (ft) 48 74 46 21 70 37 123 64 54 48Link Distance (ft) 1036 282 402 196Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 4 0 1 0 9 0 0 0Queuing Penalty (veh) 4 1 1 0 6 1 0 0




Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 144 317 75 127 190 63 346 95 222 95Average Queue (ft) 64 202 53 47 97 27 270 76 183 8795th Queue (ft) 164 370 105 142 235 97 472 132 264 122Link Distance (ft) 1036 282 402 196Upstream Blk Time (%) 1 15 30Queuing Penalty (veh) 4 0 121Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 69 0 0 24 0 76 1 75 3Queuing Penalty (veh) 98 1 0 43 0 66 3 100 8




Movement EB EB WB WB WB NB NB SB SBDirections Served L TR L T R LT R LT RMaximum Queue (ft) 145 727 126 210 78 441 95 228 95Average Queue (ft) 122 496 83 150 33 415 86 217 9395th Queue (ft) 204 921 191 334 107 506 129 259 110Link Distance (ft) 1035 300 410 206Upstream Blk Time (%) 3 10 84 53Queuing Penalty (veh) 0 48 0 275Storage Bay Dist (ft) 120 140 70 70 70Storage Blk Time (%) 0 87 0 46 0 98 1 94 5Queuing Penalty (veh) 0 70 0 88 0 98 2 150 17




Movement EB EB EB WB WB NB NB SB SBDirections Served L T R L T LT R LT RMaximum Queue (ft) 32 74 36 20 44 102 41 45 32Average Queue (ft) 19 40 9 5 12 58 20 29 1795th Queue (ft) 37 84 31 25 42 112 47 52 38Link Distance (ft) 1036 282 402 196Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 120 50 140 70 70Storage Blk Time (%) 4 0 0 4 0 0Queuing Penalty (veh) 3 0 0 2 0 0




Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 110 258 75 103 158 50 320 95 204 95Average Queue (ft) 43 121 40 40 86 23 228 71 117 7495th Queue (ft) 120 282 93 118 210 89 463 125 219 119Link Distance (ft) 1036 282 402 196Upstream Blk Time (%) 1 11 9Queuing Penalty (veh) 5 0 36Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 0 42 0 0 22 0 59 2 40 1Queuing Penalty (veh) 0 59 1 0 38 0 50 5 49 2




Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 144 317 75 127 190 63 346 95 222 95Average Queue (ft) 64 202 53 47 97 27 270 76 183 8795th Queue (ft) 164 370 105 142 235 97 472 132 264 122Link Distance (ft) 1036 282 402 196Upstream Blk Time (%) 1 15 30Queuing Penalty (veh) 4 0 121Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 69 0 0 24 0 76 1 75 3Queuing Penalty (veh) 98 1 0 43 0 66 3 100 8




Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 93 135 66 58 90 34 312 94 72 53Average Queue (ft) 40 74 26 14 41 5 227 60 41 2695th Queue (ft) 100 139 74 58 105 38 467 123 66 49Link Distance (ft) 1036 282 402 196Upstream Blk Time (%) 19Queuing Penalty (veh) 0Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 22 0 5 0 61 1 2 0Queuing Penalty (veh) 29 1 6 0 53 2 1 0




Movement EB EB EB WB WB WB NB NB SB SBDirections Served L T R L T R LT R LT RMaximum Queue (ft) 144 964 75 155 245 95 445 95 226 95Average Queue (ft) 129 754 64 120 193 50 422 86 220 8995th Queue (ft) 198 1209 105 215 369 127 438 132 231 126Link Distance (ft) 1036 282 402 196Upstream Blk Time (%) 23 15 93 67Queuing Penalty (veh) 0 85 0 350Storage Bay Dist (ft) 120 50 140 70 70 70Storage Blk Time (%) 0 96 2 5 62 0 99 1 98 3Queuing Penalty (veh) 1 183 10 20 144 1 115 4 158 12

Queuing and Blocking ReportDevelopment with Realigned Signal 12/2/2011



Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T TR L T T R L T R L TMaximum Queue (ft) 23 152 125 29 79 86 20 48 50 30 28 25Average Queue (ft) 8 95 86 15 37 50 14 32 22 12 14 1495th Queue (ft) 26 154 149 36 75 98 25 46 53 36 34 33Link Distance (ft) 864 864 1349 1349 631 925Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 160 160 100 100 150Storage Blk Time (%)Queuing Penalty (veh)


Movement SBDirections Served RMaximum Queue (ft) 21Average Queue (ft) 895th Queue (ft) 24Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150Storage Blk Time (%)Queuing Penalty (veh)


Movement EB WBDirections Served LTR LTRMaximum Queue (ft) 30 31Average Queue (ft) 29 2395th Queue (ft) 31 42Link Distance (ft) 569 1374Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T TRMaximum Queue (ft) 30 205 100 26 65 17 65 22 12 31 72 72Average Queue (ft) 17 114 58 14 42 6 40 15 2 30 48 5595th Queue (ft) 40 194 110 33 77 17 65 28 10 32 74 82Link Distance (ft) 1349 1349 1418 674 674 185 185Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 140 80 200 80Storage Blk Time (%) 1 0 0Queuing Penalty (veh) 0 0 0


Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 84 44 44 45 45 19 44 44 22 19 66 154Average Queue (ft) 44 31 24 28 35 15 23 14 12 14 31 9495th Queue (ft) 85 47 40 55 53 27 46 43 29 25 68 176Link Distance (ft) 972 1183 294 294 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 110 110 90 90 160 80 140Storage Blk Time (%) 2Queuing Penalty (veh) 1






Movement EB EB EB WB WB WB NB NB NB SB SBDirections Served L T R L T R L T R T RMaximum Queue (ft) 46 85 41 48 64 22 30 72 31 65 24Average Queue (ft) 20 54 15 43 44 4 18 37 29 37 1495th Queue (ft) 46 95 40 56 73 18 41 76 33 65 34Link Distance (ft) 1032 343 410 410 196Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 80 140 80 80 80Storage Blk Time (%) 2 0 0 0Queuing Penalty (veh) 2 0 0 0


Movement EB WBDirections Served LR LRMaximum Queue (ft) 28 29Average Queue (ft) 11 695th Queue (ft) 33 25Link Distance (ft) 1374 366Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)

Intersection: 17: 600 East & Holden/Independ

Movement EB WBDirections Served LR LRMaximum Queue (ft) 28 28Average Queue (ft) 6 695th Queue (ft) 24 24Link Distance (ft) 433 267Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)



Intersection: 21: 800 East & Stadium

Movement EB WB SBDirections Served LR LR LMaximum Queue (ft) 31 31 28Average Queue (ft) 25 12 1195th Queue (ft) 45 37 33Link Distance (ft) 343 316Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 180Storage Blk Time (%)Queuing Penalty (veh)

Intersection: 24: 1000 North & Independ

Movement EB SB SBDirections Served L L RMaximum Queue (ft) 29 48 51Average Queue (ft) 6 32 2695th Queue (ft) 25 45 52Link Distance (ft) 192 192Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 80Storage Blk Time (%)Queuing Penalty (veh)

Intersection: 26: 800 East & Independence

Movement EB EBDirections Served L RMaximum Queue (ft) 54 52Average Queue (ft) 30 2995th Queue (ft) 58 56Link Distance (ft) 380 380Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)



Intersection: 30: 800 East & Public Safety

Movement WB SBDirections Served LR TMaximum Queue (ft) 50 30Average Queue (ft) 28 695th Queue (ft) 55 26Link Distance (ft) 307 67Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)


Movement EBDirections Served LRMaximum Queue (ft) 26Average Queue (ft) 595th Queue (ft) 23Link Distance (ft) 420Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)


Movement EB WB NB SBDirections Served LR LR LTR LTRMaximum Queue (ft) 30 23 30 31Average Queue (ft) 17 5 12 1295th Queue (ft) 41 20 37 37Link Distance (ft) 371 363 765 631Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)

Network SummaryNetwork wide Queuing Penalty: 4




Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T TR L T T R L T R L TMaximum Queue (ft) 76 171 155 40 129 134 51 109 76 52 73 92Average Queue (ft) 31 122 96 20 84 95 24 76 40 19 37 5295th Queue (ft) 84 188 165 46 127 139 48 117 80 53 75 96Link Distance (ft) 864 864 1349 1349 631 925Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 160 160 100 100 150Storage Blk Time (%) 0 0 0 3 0 0Queuing Penalty (veh) 0 0 0 4 0 0




Movement EB WB NB SBDirections Served LTR LTR LTR LTRMaximum Queue (ft) 31 30 15 23Average Queue (ft) 14 18 2 395th Queue (ft) 39 41 15 23Link Distance (ft) 569 1374 948 765Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T TRMaximum Queue (ft) 130 210 89 35 211 80 173 99 15 52 67 83Average Queue (ft) 69 127 56 13 129 27 101 57 3 23 30 4795th Queue (ft) 129 230 103 38 234 76 188 105 16 54 70 76Link Distance (ft) 1349 1349 1418 674 674 185 185Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 140 80 200 80Storage Blk Time (%) 1 16 0 1 0 1Queuing Penalty (veh) 1 16 0 3 0 0


Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 73 117 65 44 76 54 104 121 51 27 69 191Average Queue (ft) 46 64 26 16 43 24 54 64 24 6 29 11495th Queue (ft) 76 120 62 41 83 58 118 132 55 20 59 182Link Distance (ft) 972 1183 294 294 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 110 110 90 90 160 80 140Storage Blk Time (%) 0 0 1 0 0 4 0 3Queuing Penalty (veh) 1 0 1 1 0 6 0 1


Movement SB SBDirections Served T RMaximum Queue (ft) 60 78Average Queue (ft) 13 3695th Queue (ft) 77 79Link Distance (ft) 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 140Storage Blk Time (%) 0 0Queuing Penalty (veh) 0 0




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 52 160 47 115 193 83 66 101 72 62 128 83Average Queue (ft) 34 76 21 61 91 23 42 57 34 27 77 4595th Queue (ft) 56 155 52 120 182 70 76 111 73 64 129 92Link Distance (ft) 1032 343 410 196Upstream Blk Time (%) 0Queuing Penalty (veh) 1Storage Bay Dist (ft) 100 80 140 80 80 80 80 80Storage Blk Time (%) 4 2 6 0 0 2 0 4 0Queuing Penalty (veh) 6 6 10 0 0 4 1 7 0


Movement EB WB NB SBDirections Served LR LR L LMaximum Queue (ft) 34 64 24 34Average Queue (ft) 19 40 8 1495th Queue (ft) 44 69 28 39Link Distance (ft) 1374 366Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 260 240Storage Blk Time (%)Queuing Penalty (veh)








Movement EB WB SB SBDirections Served L TR L RMaximum Queue (ft) 48 9 76 57Average Queue (ft) 21 1 37 3295th Queue (ft) 53 15 67 55Link Distance (ft) 972 192 192Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 80Storage Blk Time (%) 0Queuing Penalty (veh) 0


Movement EB EB NB SBDirections Served L R L TRMaximum Queue (ft) 71 50 62 3Average Queue (ft) 41 29 28 095th Queue (ft) 84 57 60 5Link Distance (ft) 380 380 297Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 60Storage Blk Time (%) 0Queuing Penalty (veh) 1




Movement WB SBDirections Served LR LMaximum Queue (ft) 44 5Average Queue (ft) 28 195th Queue (ft) 48 8Link Distance (ft) 307Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 60Storage Blk Time (%)Queuing Penalty (veh)


Movement EBDirections Served LRMaximum Queue (ft) 20Average Queue (ft) 395th Queue (ft) 18Link Distance (ft) 420Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)







Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T TR L T T R L T R L TMaximum Queue (ft) 58 162 118 83 72 106 30 85 79 37 37 39Average Queue (ft) 28 110 71 36 45 64 15 43 43 11 15 1695th Queue (ft) 63 172 121 79 80 107 31 89 85 38 41 44Link Distance (ft) 864 864 1349 1349 631 925Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 160 160 100 100 150Storage Blk Time (%) 0 1 0Queuing Penalty (veh) 0 1 0








Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T TRMaximum Queue (ft) 84 269 71 34 94 28 104 60 15 77 76 106Average Queue (ft) 34 134 37 12 56 9 53 36 5 44 47 5795th Queue (ft) 89 269 71 35 101 27 98 69 16 81 79 103Link Distance (ft) 1349 1349 1418 674 674 185 185Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 140 80 200 80Storage Blk Time (%) 2 2 2 1Queuing Penalty (veh) 1 1 2 1


Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 82 91 78 53 66 37 44 68 51 27 65 133Average Queue (ft) 40 40 34 30 34 16 23 30 26 9 33 7995th Queue (ft) 83 90 69 56 70 38 51 67 56 28 72 141Link Distance (ft) 972 1183 294 294 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 110 110 90 90 160 80 140Storage Blk Time (%) 0 0 0 0 1Queuing Penalty (veh) 0 1 0 0 1


Movement SB SBDirections Served T RMaximum Queue (ft) 18 43Average Queue (ft) 3 2195th Queue (ft) 29 45Link Distance (ft) 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 140Storage Blk Time (%)Queuing Penalty (veh)




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 75 103 43 52 93 18 46 115 78 28 45 45Average Queue (ft) 35 57 15 35 56 6 25 63 33 8 20 1795th Queue (ft) 77 104 48 59 96 21 52 113 74 28 48 47Link Distance (ft) 1032 343 410 196Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 80 140 80 80 80 80 80Storage Blk Time (%) 1 0 1 0 3 0 0 0Queuing Penalty (veh) 2 0 1 0 4 0 0 0












Movement EB EB NBDirections Served L R LMaximum Queue (ft) 46 39 29Average Queue (ft) 28 27 595th Queue (ft) 53 47 24Link Distance (ft) 380 380Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 60Storage Blk Time (%)Queuing Penalty (veh)




Movement WB NB SB SBDirections Served LR TR T TMaximum Queue (ft) 52 4 4 6Average Queue (ft) 28 1 1 195th Queue (ft) 58 6 7 11Link Distance (ft) 307 609 67 67Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)


Movement EB NBDirections Served LR LTMaximum Queue (ft) 31 15Average Queue (ft) 13 395th Queue (ft) 37 17Link Distance (ft) 420 67Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)







Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T TR L T T R L T R L TMaximum Queue (ft) 90 156 190 53 150 172 71 120 145 58 88 122Average Queue (ft) 43 109 101 23 99 116 26 82 54 21 46 6195th Queue (ft) 109 173 187 56 164 174 73 137 144 63 85 121Link Distance (ft) 864 864 1349 1349 631 925Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 160 160 100 100 150Storage Blk Time (%) 0 1 1 0 9 1 0Queuing Penalty (veh) 0 0 1 0 13 1 0




Movement EB WB NB SBDirections Served LTR LR LTR LTRMaximum Queue (ft) 31 34 20 19Average Queue (ft) 15 17 4 395th Queue (ft) 40 42 20 18Link Distance (ft) 569 1374 948 765Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T TRMaximum Queue (ft) 126 186 90 50 237 71 187 137 26 60 56 95Average Queue (ft) 70 122 51 18 132 23 113 62 6 25 33 5095th Queue (ft) 138 198 91 52 235 63 193 151 25 60 65 96Link Distance (ft) 1349 1349 1418 674 674 185 185Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 140 80 200 80Storage Blk Time (%) 1 0 15 0 2 0 0Queuing Penalty (veh) 3 0 17 0 3 0 0


Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 92 140 62 50 100 58 108 103 76 20 78 214Average Queue (ft) 54 65 26 22 45 24 58 58 38 7 31 12995th Queue (ft) 97 155 64 53 100 59 118 103 77 21 80 216Link Distance (ft) 972 1183 294 294 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 110 110 90 90 160 80 140Storage Blk Time (%) 2 1 1 0 0 4Queuing Penalty (veh) 5 2 2 0 0 2


Movement SB SBDirections Served T RMaximum Queue (ft) 51 72Average Queue (ft) 7 3195th Queue (ft) 54 74Link Distance (ft) 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 140Storage Blk Time (%) 0Queuing Penalty (veh) 0




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 104 145 42 105 135 67 90 131 66 71 157 88Average Queue (ft) 45 84 16 61 78 21 46 68 33 32 79 4695th Queue (ft) 98 153 47 109 148 60 89 139 77 77 148 93Link Distance (ft) 1032 343 410 196Upstream Blk Time (%) 0Queuing Penalty (veh) 2Storage Bay Dist (ft) 100 80 140 80 80 80 80 80Storage Blk Time (%) 0 6 1 5 1 5 0 0 5 1Queuing Penalty (veh) 0 8 2 9 4 10 0 1 9 2










Movement EB WB SB SBDirections Served L TR L RMaximum Queue (ft) 52 7 67 50Average Queue (ft) 24 2 38 3495th Queue (ft) 55 11 69 57Link Distance (ft) 972 192 192Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 80Storage Blk Time (%) 0Queuing Penalty (veh) 0






Movement WB SB SB SBDirections Served LR L T TMaximum Queue (ft) 41 10 7 8Average Queue (ft) 26 1 1 195th Queue (ft) 48 12 11 13Link Distance (ft) 307 67 67Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 60Storage Blk Time (%)Queuing Penalty (veh)


Movement EB NB NBDirections Served LR LT TMaximum Queue (ft) 30 17 5Average Queue (ft) 6 2 195th Queue (ft) 25 22 8Link Distance (ft) 420 67 67Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)







Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T TR L T T R L T R L TMaximum Queue (ft) 73 228 201 119 103 132 29 107 193 76 72 80Average Queue (ft) 32 139 108 70 61 87 12 66 90 18 36 3595th Queue (ft) 76 243 198 131 109 137 34 119 188 70 75 72Link Distance (ft) 864 864 1349 1349 631 925Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 160 160 100 100 150Storage Blk Time (%) 1 0 0 4 5 0Queuing Penalty (veh) 1 1 0 8 7 0








Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T TRMaximum Queue (ft) 200 415 158 83 205 71 157 64 30 104 159 142Average Queue (ft) 66 277 68 26 117 24 91 29 9 75 91 9195th Queue (ft) 166 526 176 81 202 66 164 65 32 124 173 156Link Distance (ft) 1349 1349 1418 674 674 185 185Upstream Blk Time (%) 2 0Queuing Penalty (veh) 0 0Storage Bay Dist (ft) 200 140 80 200 80Storage Blk Time (%) 15 12 0 1 12 8Queuing Penalty (veh) 10 14 0 1 25 14


Movement B27Directions Served TMaximum Queue (ft) 30Average Queue (ft) 695th Queue (ft) 53Link Distance (ft) 1027Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 82 99 68 74 94 55 68 83 65 40 124 207Average Queue (ft) 48 53 38 38 51 26 41 40 37 18 55 11495th Queue (ft) 91 125 72 78 95 57 78 85 70 44 124 212Link Distance (ft) 972 1183 294 294 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 110 110 90 90 160 80 140Storage Blk Time (%) 0 1 1 2 0 0 0 4Queuing Penalty (veh) 1 5 1 3 0 0 0 4


Movement SB SBDirections Served T RMaximum Queue (ft) 2 51Average Queue (ft) 0 2595th Queue (ft) 4 52Link Distance (ft) 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 140Storage Blk Time (%)Queuing Penalty (veh)


Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 78 160 58 78 121 23 75 154 89 28 58 39Average Queue (ft) 46 93 22 44 72 10 41 92 40 7 31 1695th Queue (ft) 97 166 62 78 130 29 87 162 92 27 65 41Link Distance (ft) 1032 343 410 196Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 80 140 80 80 80 80 80Storage Blk Time (%) 1 7 0 5 0 8 0 0Queuing Penalty (veh) 4 9 0 6 0 12 0 0






Movement EB EB NBDirections Served L R LMaximum Queue (ft) 54 42 29Average Queue (ft) 32 29 1095th Queue (ft) 61 49 33Link Distance (ft) 380 380Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 60Storage Blk Time (%)Queuing Penalty (veh)


Movement WB SBDirections Served LR LMaximum Queue (ft) 37 15Average Queue (ft) 28 295th Queue (ft) 48 15Link Distance (ft) 307Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 60Storage Blk Time (%)Queuing Penalty (veh)




Movement EB NBDirections Served LR LTMaximum Queue (ft) 31 10Average Queue (ft) 13 195th Queue (ft) 38 11Link Distance (ft) 420 67Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)







Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T TR L T T R L T R L TMaximum Queue (ft) 173 477 439 84 189 212 142 125 547 99 136 228Average Queue (ft) 66 304 269 34 132 148 66 120 380 48 80 12195th Queue (ft) 162 639 595 84 204 223 176 138 664 106 143 236Link Distance (ft) 864 864 1349 1349 631 925Upstream Blk Time (%) 4 1 1Queuing Penalty (veh) 0 0 4Storage Bay Dist (ft) 200 160 160 100 100 150Storage Blk Time (%) 0 24 3 5 0 58 9 1 3Queuing Penalty (veh) 0 19 1 10 0 138 29 3 11


Movement SBDirections Served RMaximum Queue (ft) 136Average Queue (ft) 6795th Queue (ft) 151Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150Storage Blk Time (%) 0Queuing Penalty (veh) 0


Movement EB WB NB SBDirections Served LTR LR LTR LTRMaximum Queue (ft) 35 39 63 46Average Queue (ft) 16 18 18 795th Queue (ft) 44 46 63 41Link Distance (ft) 569 1374 948 765Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T TRMaximum Queue (ft) 224 1189 948 108 518 96 224 626 509 87 93 138Average Queue (ft) 208 882 568 39 334 38 211 563 215 39 52 8295th Queue (ft) 254 1606 1356 120 569 98 262 942 682 84 95 145Link Distance (ft) 1349 1349 1418 674 674 185 185Upstream Blk Time (%) 14 1 33 1 0Queuing Penalty (veh) 73 7 126 3 0Storage Bay Dist (ft) 200 140 80 200 80Storage Blk Time (%) 47 24 35 1 54 4 1 3Queuing Penalty (veh) 293 41 55 4 139 14 1 2


Movement EB EB EB WB WB WB NB NB NB NB B11 SBDirections Served L T R L T R L T T R T LMaximum Queue (ft) 128 268 106 57 116 91 152 207 100 36 49 91Average Queue (ft) 77 114 47 34 68 42 92 115 56 11 10 4695th Queue (ft) 135 270 114 65 124 100 182 260 153 38 87 122Link Distance (ft) 972 1183 294 294 286Upstream Blk Time (%) 4 1Queuing Penalty (veh) 0 0Storage Bay Dist (ft) 110 110 90 90 160 80 140Storage Blk Time (%) 7 4 0 3 0 11 0 1 0Queuing Penalty (veh) 26 12 0 5 1 23 0 0 0


Movement SB SB SBDirections Served T T RMaximum Queue (ft) 230 52 60Average Queue (ft) 143 11 3395th Queue (ft) 237 80 62Link Distance (ft) 321 321Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 140Storage Blk Time (%) 6Queuing Penalty (veh) 4




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 92 199 103 143 192 84 96 314 93 100 202 105Average Queue (ft) 46 111 35 89 118 30 71 164 56 38 137 5395th Queue (ft) 97 217 93 150 208 89 119 350 110 89 236 110Link Distance (ft) 1032 343 410 196Upstream Blk Time (%) 0 1 4Queuing Penalty (veh) 0 0 19Storage Bay Dist (ft) 100 80 140 80 80 80 80 80Storage Blk Time (%) 0 11 0 4 11 0 13 14 1 2 15 1Queuing Penalty (veh) 0 20 0 17 25 0 53 35 5 8 33 4


Movement EB WB NB NB SBDirections Served LR LR L T LMaximum Queue (ft) 37 91 37 9 38Average Queue (ft) 18 51 10 2 1895th Queue (ft) 44 92 35 17 44Link Distance (ft) 1374 366 297Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 260 240Storage Blk Time (%)Queuing Penalty (veh)








Movement EB EB WB SB SBDirections Served L T TR L RMaximum Queue (ft) 56 20 3 64 51Average Queue (ft) 27 3 0 44 3295th Queue (ft) 61 33 6 74 50Link Distance (ft) 343 972 192 192Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 80Storage Blk Time (%) 0Queuing Penalty (veh) 2






Movement WB NB NB SBDirections Served LR T TR LMaximum Queue (ft) 166 310 152 20Average Queue (ft) 98 163 47 395th Queue (ft) 252 438 274 17Link Distance (ft) 307 609 609Upstream Blk Time (%) 5 1 0Queuing Penalty (veh) 0 3 1Storage Bay Dist (ft) 60Storage Blk Time (%)Queuing Penalty (veh)


Movement EB NB NBDirections Served LR LT TMaximum Queue (ft) 38 68 5Average Queue (ft) 12 51 195th Queue (ft) 40 110 8Link Distance (ft) 420 67 67Upstream Blk Time (%) 31Queuing Penalty (veh) 117Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)




hcm 2010 signalized intersection capacity analysis 3: 600

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