In: Civil Engineering
Assume, Base free flow speed (BFFS) = 75 mph
Lane width = 13 ft
Reduction in speed corresponding to lane width, fLW = 0 mph
Lateral Clearance = 8 ft
Reduction in speed corresponding to lateral clearance, fLC = 0 mph
Interchanges/Ramps = 4 /6 mile = 0.67 /mile
Reduction in speed corresponding to Interchanges/ramps, fID = 0 mph
No. of lanes = 3
Reduction in speed corresponding to number of lanes, fN = 3 mph
Free Flow Speed (FFS) = BFFS – fLW – fLC – fN – fID = 75 – 0 – 0 – 3 – 0 = 72 mph
Peak hourly volume, V = 3400 veh/hr
Peak 15-min flow = 955
Peak-hour factor = 3400/(4*955) = 0.89
Trucks = 8 %
2% upgrade for 1.5 miles
50 % delivery trucks and 50 % freight trucks
fHV = 1/ (1 + 0.04 (2.5-1) + 0.04 (3.0-1)) = 1/1.14 = 0.877
fP = 1.0
Passenger Car Equivalent Flow Rate, Vp = V / (fHV * PHF*n*fP) = 3400/ (0.877*0.89*3*1.0) = 1452 veh/hr/ln
Estimated operating speed, S = FFS = 59.3 mph
Density = Vp/S = (1452) / (72) = 20.167 veh/mi/ln
LOS C
Density of LOS C should lie between 18 - 26 veh/mi/ln
Facility is operating at freedom to maneuver is noticeably restricted and queues may form behind any significant blockage on the freeway.