Determine Level of Service an urban freeway section, if the BFFS = 70 mph. The data are as follows:
Number of lanes: 4 (one direction)
Lane width = 12 ft.
Lateral clearance =5 ft. (right side)
Interchange density = 1 per mile
Percent trucks = 14
Percent RVs = 4
PHF = 0.95
Commuter traffic
Base free flow speed (BFFS) = 70 mph
Lane width = 12 ft
Reduction in speed corresponding to lane width, fLW = 0 mph
Lateral Clearance = 5 ft
Reduction in speed corresponding to lateral clearance, fLC = 0.2 mph
Interchanges/Ramps = 1 /mile
Reduction in speed corresponding to Interchanges/ramps, fID = 2.5 mph
No. of lanes = 4
Reduction in speed corresponding to number of lanes, fN = 1.5 mph
Free Flow Speed (FFS) = BFFS – fLW – fLC – fN – fID= 70 – 0 – 0.2 – 1.5 – 2.5 = 65.8 mph
Assume, flow = 3000 veh/hr
Peak-hour factor = 0.95
Trucks = 14 %
RVs = 4 %
Commuter Traffic
fHV = 1/ (1 + 0.14 (1.5-1) + 0.04 (1.2-1)) = 1/1.078 = 0.928
fP = 1.0
Peak Flow Rate, Vp = V / (PHV*n*fHV*fP) = 3000/ (0.95*4*0.928*1.0) = 850.73 ~ 851 veh/hr/ln
S = FFS = 65.8 mph
Density = Vp/S = 851 / 65.8 = 12.93 veh/mi/ln
Level of Service B
Density of LOS B should lies between 11 - 18 veh/mi/ln
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