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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(show your solutions) 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
Figure 1: OD Matrix
Diversion
Existing
Traffic (AADT) Rate (%)
817
Vehicle Type
10.000
Motor-tricycle
Motorcycle
Passenger Car
Passenger Utility
Goods Utility
5,125
9,274
11.000
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
Transcribed Image Text:Figure 1: OD Matrix Diversion Existing Traffic (AADT) Rate (%) 817 Vehicle Type 10.000 Motor-tricycle Motorcycle Passenger Car Passenger Utility Goods Utility 5,125 9,274 11.000 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
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