TRANSPORTATION STUDY

HCM Signalized Intersection Capacity Analysis 2030 BG Conditions w/2020 Improvements
16: Tenth Line & Mountain Road AM Peak Hour
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 25 445 45 100 410 50 65 45 180 70 40 20
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 6.0 6.0 6.0 6.0
Lane Util. Factor 1.00 1.00 1.00 1.00
Frt 0.99 0.99 0.92 0.98
Flt Protected 1.00 0.99 0.99 0.97
Satd. Flow (prot) 1857 1844 1706 1796
Flt Permitted 0.96 0.83 0.90 0.60
Satd. Flow (perm) 1789 1537 1554 1112
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 26 468 47 105 432 53 68 47 189 74 42 21
RTOR Reduction (vph) 0 5 0 0 5 0 0 110 0 0 12 0
Lane Group Flow (vph) 0 536 0 0 585 0 0 194 0 0 125 0
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 8 2 6
Permitted Phases 4 8 2 6
Actuated Green, G (s) 32.0 32.0 11.4 11.4
Effective Green, g (s) 32.0 32.0 11.4 11.4
Actuated g/C Ratio 0.58 0.58 0.21 0.21
Clearance Time (s) 6.0 6.0 6.0 6.0
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 1033 888 320 229
v/s Ratio Prot
v/s Ratio Perm 0.30 c0.38 c0.13 0.11
v/c Ratio 0.52 0.66 0.61 0.55
Uniform Delay, d1 7.1 8.0 20.0 19.7
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.9 3.8 3.2 2.7
Delay (s) 8.9 11.8 23.2 22.3
Level of Service A B C C
Approach Delay (s) 8.9 11.8 23.2 22.3
Approach LOS A B C C
Intersection Summary
HCM Average Control Delay 13.9 HCM Level of Service B
HCM Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 55.4 Sum of lost time (s) 12.0
Intersection Capacity Utilization 90.3% ICU Level of Service E
Analysis Period (min) 15
c Critical Lane Group
Synchro 7 - Report
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