HW3: LOS of Basic Freeway Given: > Four-lane freeway (2 in each direction) > Lane width=11 ft > Right-side lateral clearance = 2 ft > Commuter traffic (regular users) > Peak-hour, > Peak-direction demand volume 2,000 veh/h 5% trucks, 0% RVs > PHF = 0.92 TRD = 4 ramps/mile > Rolling terrain Find: LOS

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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HW3: LOS of Basic Freeway Given: » Four-lane freeway (2 in each direction) » Lane width =11 ft Right-side lateral clearance =2 ft vV Commuter traffic (regular users) Peak-hour, vV Peak-direction demand volume = 2,000 veh/h 5% trucks, 0% RVs PHF = 0.92 TRD = 4 ramps/mile Rolling terrain v v
HW3: LOS of Basic Freeway
Given:
> Four-lane freeway (2 in each direction)
> Lane width = 11 ft
> Right-side lateral clearance =2 ft
> Commuter traffic (regular users)
Peak-hour,
> Peak-direction demand volume = 2,000 veh/h 5% trucks, 0% RVs
> PHF = 0.92 TRD = 4 ramps/mile
> Rolling terrain
Find: LOS
Transcribed Image Text:HW3: LOS of Basic Freeway Given: > Four-lane freeway (2 in each direction) > Lane width = 11 ft > Right-side lateral clearance =2 ft > Commuter traffic (regular users) Peak-hour, > Peak-direction demand volume = 2,000 veh/h 5% trucks, 0% RVs > PHF = 0.92 TRD = 4 ramps/mile > Rolling terrain Find: LOS
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