An existing urban freeway in rolling terrain is to be analyzed to determine LOS using the following information: Number of lanes in each direction: 3 Peak hour volume: 3300 veh/h (in the peak direction, mainly commuter traffic) 8% trucks 2% recreational vehicles PHF=0.95 Lane width: 11 ft Lateral clearance: 4 ft Average interchange spacing: 1.0 mile Base FFS: 70 mph

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An existing urban freeway in rolling terrain is to be analyzed to determine LOS using the following information:

Number of lanes in each direction: 3

Peak hour volume: 3300 veh/h (in the peak direction, mainly commuter traffic)

8% trucks

2% recreational vehicles

PHF=0.95

Lane width: 11 ft

Lateral clearance: 4 ft

Average interchange spacing: 1.0 mile

Base FFS: 70 mph

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