Appendix D Traffic Impact Analysis - westplainseis.com

HCM Signalized Intersection Capacity Analysis
14: Hwy. 2 & Middle Access 2/10/2011
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Volume (vph) 440 1803 1609 654 967 210
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 5.0 5.0 4.0 4.0 4.0 4.0
Lane Util. Factor 0.97 0.95 0.95 1.00 0.97 1.00
Frt 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 3433 3539 3539 1583 3433 1583
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 3433 3539 3539 1583 3433 1583
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 478 1960 1749 711 1051 228
RTOR Reduction (vph) 0 0 0 0 0 139
Lane Group Flow (vph) 478 1960 1749 711 1051 89
Turn Type Prot Free Perm
Protected Phases 5 2 6 4
Permitted Phases Free 4
Actuated Green, G (s) 16.0 77.0 57.0 120.0 34.0 34.0
Effective Green, g (s) 16.0 77.0 57.0 120.0 34.0 34.0
Actuated g/C Ratio 0.13 0.64 0.48 1.00 0.28 0.28
Clearance Time (s) 5.0 5.0 4.0 4.0 4.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 458 2271 1681 1583 973 449
v/s Ratio Prot c0.14 0.55 c0.49 c0.31
v/s Ratio Perm 0.45 0.06
v/c Ratio 1.04 0.86 1.04 0.45 1.08 0.20
Uniform Delay, d1 52.0 17.3 31.5 0.0 43.0 32.6
Progression Factor 1.00 1.00 1.00 1.00 0.98 0.94
Incremental Delay, d2 53.9 4.6 33.3 0.9 53.0 1.0
Delay (s) 105.9 21.9 64.8 0.9 95.2 31.8
Level of Service F C E A F C
Approach Delay (s) 38.4 46.3 83.9
Approach LOS D D F
Intersection Summary
HCM Average Control Delay 51.0 HCM Level of Service D
HCM Volume to Capacity ratio 1.05
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 13.0
Intersection Capacity Utilization 95.4% ICU Level of Service F
Analysis Period (min) 15
Description: Signalized, Dual EB Lefts, Optimized
Channelize WB right, free movement
c Critical Lane Group
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