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03/02/2018
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak-hour factor, PHF RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Heavy Vehicles (%) Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) Frt Adj. Flow (vph) Turn Type Uniform Delay, d1 Progression Factor Incremental Delay, d2 Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM 2000 Control Delay Delay (s) v/s Ratio Prot v/s Ratio Perm v/c Ratio
111 473 111 473
13 13
19 458 19 458
85 85
30 30
87 87
33 103 103 125 33 103 103 125
1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
4.0
4.0
4.0 4.0 1.00 1.00 1.00 0.98 0.98 1.00 1.00 0.96 0.95 1.00 1761 1784 0.35 1.00 640 1784
4.0 4.0 1.00 1.00 1.00 0.97 0.95 1.00 1.00 0.92 0.95 1.00 1711 1693 0.64 1.00 1146 1693
0.95 1.00 0.99 1.00 0.99 3469 0.74 2579
0.95 0.98 1.00 0.98 1.00 3398 0.93 3152
0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87
128 544
15
22 526
98
34 100
38 118 118 144
0
2
0 0
0
14
0 0
0
24
0
0
79
0 0
0 685
0 632
34 114
0 118 183
48
22
22
48
38
59
59
38
1
2% 2% 2% 2% 2% 2% 0% 0% 0% 0% 0% 0%
Perm NA
Perm NA
Perm NA
Perm NA
2
2
1
1
2
2
1
1
47.9 47.9 0.69
47.9 47.9 0.69
13.1 13.1 13.1 13.1 0.19 0.19 4.0 4.0 3.0 3.0 121 338 0.28 0.34 23.9 24.2 1.00 1.00 1.3 0.6 25.2 24.8 C C 0.06 0.05
13.1 13.1 13.1 13.1 0.19 0.19 4.0 4.0 3.0 3.0 217 321 0.54 0.57 25.3 25.4 1.00 1.00 2.8 2.3 28.0 27.7 C C c0.11 0.10
4.0 0.2
4.0 0.2
1790
2188
c0.27 0.38
0.20 0.29
4.4
4.0
0.69
1.00
0.6 3.6
0.3 4.4
A
A
3.6
4.4
24.9
27.8
A
A
C
C
10.7 0.42 69.0
HCM 2000 Level of Service
B
HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization
Sum of lost time (s)
8.0
68.1% ICU Level of Service
C
Analysis Period (min) c Critical Lane Group
15
2017 Existing PM Peak Hour
Synchro 10 Report
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