sr 60 “twin pairs” - City of Vero Beach

HCM Signalized Intersection Capacity Analysis
2: 20 Avenue NB & SR 60 EB
11/13/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 8 773 0 0 0 0 0 166 50 0 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.3 4.3 4.5
Lane Util. Factor 1.00 0.91 0.95
Frt 1.00 1.00 0.97
Flt Protected 0.95 1.00 1.00
Satd. Flow (prot) 1593 4577 3079
Flt Permitted 0.95 1.00 1.00
Satd. Flow (perm) 1593 4577 3079
Peak-hour factor, PHF 0.58 0.84 1.00 1.00 1.00 1.00 1.00 0.71 0.75 1.00 1.00 1.00
Adj. Flow (vph) 14 920 0 0 0 0 0 234 67 0 0 0
RTOR Reduction (vph) 4 0 0 0 0 0 0 24 0 0 0 0
Lane Group Flow (vph) 10 920 0 0 0 0 0 277 0 0 0 0
Turn Type Split NA NA
Protected Phases 2 3 2 3 4
Permitted Phases
Actuated Green, G (s) 82.1 82.1 27.4
Effective Green, g (s) 83.1 83.1 28.4
Actuated g/C Ratio 0.69 0.69 0.24
Clearance Time (s) 5.5
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 1103 3169 728
v/s Ratio Prot 0.01 c0.20 c0.09
v/s Ratio Perm
v/c Ratio 0.01 0.29 0.38
Uniform Delay, d1 5.7 7.1 38.4
Progression Factor 0.00 0.02 1.00
Incremental Delay, d2 0.0 0.0 0.3
Delay (s) 0.0 0.2 38.8
Level of Service A A D
Approach Delay (s) 0.2 0.0 38.8 0.0
Approach LOS A A D A
Intersection Summary
HCM 2000 Control Delay 9.6 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.33
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 14.3
Intersection Capacity Utilization 52.2% ICU Level of Service A
Analysis Period (min) 15
c Critical Lane Group
PM Peak 5:00 pm 11/7/2012 2035 build conditions Synchro 7 - Report
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