Appendix D Traffic Impact Analysis - westplainseis.com

HCM Signalized Intersection Capacity Analysis
11: Hwy. 2 & Fairchild AFB 1/24/2011
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Volume (vph) 348 49 216 442 361 645
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 6.0 6.0 6.0 6.0 4.0 4.0
Lane Util. Factor 0.95 1.00 0.97 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 3471 1553 3467 1881 1805 1615
Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 3471 1553 3467 1881 1805 1615
Peak-hour factor, PHF 0.72 0.72 0.72 0.72 0.72 0.72
Adj. Flow (vph) 483 68 300 614 501 896
RTOR Reduction (vph) 0 54 0 0 0 0
Lane Group Flow (vph) 483 14 300 614 501 896
Heavy Vehicles (%) 4% 4% 1% 1% 0% 0%
Turn Type Perm Prot Free
Protected Phases 6 5 2 4
Permitted Phases 6 Free
Actuated Green, G (s) 12.3 12.3 8.1 26.4 22.3 58.7
Effective Green, g (s) 12.3 12.3 8.1 26.4 22.3 58.7
Actuated g/C Ratio 0.21 0.21 0.14 0.45 0.38 1.00
Clearance Time (s) 6.0 6.0 6.0 6.0 4.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 727 325 478 846 686 1615
v/s Ratio Prot 0.14 0.09 c0.33 c0.28
v/s Ratio Perm 0.01 0.55
v/c Ratio 0.66 0.04 0.63 0.73 0.73 0.55
Uniform Delay, d1 21.3 18.5 23.9 13.2 15.6 0.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.3 0.1 2.6 3.1 4.0 1.4
Delay (s) 23.6 18.6 26.5 16.3 19.6 1.4
Level of Service C B C B B A
Approach Delay (s) 23.0 19.6 7.9
Approach LOS C B A
Intersection Summary
HCM Average Control Delay 14.6 HCM Level of Service B
HCM Volume to Capacity ratio 0.73
Actuated Cycle Length (s) 58.7 Sum of lost time (s) 10.0
Intersection Capacity Utilization 51.6% ICU Level of Service A
Analysis Period (min) 15
c Critical Lane Group
Existing PM Peak Hour Conditions
Synchro 7 - Report
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