Figure 1: OD Matrix Existing Diversion Vehicle Type Traffic (AADT) Rate (%) 817 10.000 Motor-tricycle Motorcycle Passenger Car Passenger Utility Goods Utility 11.000 5,125 9,274 13.000 490 5.000 547 9.000 Small Bus 8 1.000 126 8.000 Large Bus Rigid Truck (2-Axle) Rigid Truck (3-Axle) Semi-Trailer Truck (3 or 4-Axle) Semi-Trailer Truck (5+-Axle) Trailer Truck (4-Axle) Trailer Truck (5+-Axle) 198 14.000 828 13.000 175 15.000 62 17.000 37 2.000 213 20.000
Figure 1: OD Matrix Existing Diversion Vehicle Type Traffic (AADT) Rate (%) 817 10.000 Motor-tricycle Motorcycle Passenger Car Passenger Utility Goods Utility 11.000 5,125 9,274 13.000 490 5.000 547 9.000 Small Bus 8 1.000 126 8.000 Large Bus Rigid Truck (2-Axle) Rigid Truck (3-Axle) Semi-Trailer Truck (3 or 4-Axle) Semi-Trailer Truck (5+-Axle) Trailer Truck (4-Axle) Trailer Truck (5+-Axle) 198 14.000 828 13.000 175 15.000 62 17.000 37 2.000 213 20.000
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Compute for the Total Divertible Traffic *
A.2,150 vehicles
B.None of the above
C.2,038 vehicles
D.2,157 vehicles
E.2,042 vehicles
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