The given data of a proposed Manila-Cavite Coastal Road is tabulated below. The tree ha istance is 50 m and the cost of borrow is P420 per cu. m., cost pf excavation is P350 per cu. m. ar ne cost of haul is P21 per meter station The ground surface is assume to be uniformly sloping. Area Station Fill Cut 10+160 41.13 m2 10140 1 07 Balancing Point

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 1.
The given data of a proposed Manila-Cavite Coastal Road is tabulated below. The free haul
distance is 50m and the cost of borrow is P420 per cu. m., cost pf excavation is P350 per cu. m. and
the cost of haul is P21 per meter station The ground surface is assume to be uniformly sloping.
Area
Station
Fill
Cut
10+160
41.13 m?
Balancing Point
47.85 m
10+401.97
10+610
a) Compute the limit of economic haul.
b) Compute the free haul volume.
c) Compute the overhaul volume.
Transcribed Image Text:Problem 1. The given data of a proposed Manila-Cavite Coastal Road is tabulated below. The free haul distance is 50m and the cost of borrow is P420 per cu. m., cost pf excavation is P350 per cu. m. and the cost of haul is P21 per meter station The ground surface is assume to be uniformly sloping. Area Station Fill Cut 10+160 41.13 m? Balancing Point 47.85 m 10+401.97 10+610 a) Compute the limit of economic haul. b) Compute the free haul volume. c) Compute the overhaul volume.
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