TRANSPORTATION STUDY

9: Old Mountain Road & Balsam Street 2010 Existing Conditions
HCM Signalized Intersection Capacity Analysis
AM Peak Hour
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (vph) 44 117 213 513 659 39
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 6.0 6.0 3.0 6.0 6.0
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95
Frt 1.00 0.85 1.00 1.00 0.99
Flt Protected 0.95 1.00 0.95 1.00 1.00
Satd. Flow (prot) 1789 1601 1789 3579 3549
Flt Permitted 0.95 1.00 0.23 1.00 1.00
Satd. Flow (perm) 1789 1601 425 3579 3549
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 46 123 224 540 694 41
RTOR Reduction (vph) 0 87 0 0 8 0
Lane Group Flow (vph) 46 36 224 540 727 0
Turn Type Perm pm+pt
Protected Phases 4 5 2 6
Permitted Phases 4 2
Actuated Green, G (s) 16.0 16.0 27.0 27.0 16.3
Effective Green, g (s) 16.0 16.0 27.0 27.0 16.3
Actuated g/C Ratio 0.29 0.29 0.49 0.49 0.30
Clearance Time (s) 6.0 6.0 3.0 6.0 6.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 520 466 400 1757 1052
v/s Ratio Prot c0.03 c0.08 0.15 c0.20
v/s Ratio Perm 0.02 0.20
v/c Ratio 0.09 0.08 0.56 0.31 0.69
Uniform Delay, d1 14.2 14.1 8.9 8.4 17.1
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.3 1.8 0.5 3.7
Delay (s) 14.5 14.5 10.7 8.8 20.9
Level of Service B B B A C
Approach Delay (s) 14.5 9.4 20.9
Approach LOS B A C
Intersection Summary
HCM Average Control Delay 15.0 HCM Level of Service B
HCM Volume to Capacity ratio 0.43
Actuated Cycle Length (s) 55.0 Sum of lost time (s) 15.0
Intersection Capacity Utilization 47.9% ICU Level of Service A
Analysis Period (min) 15
c Critical Lane Group
Synchro 7 - Report
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