STATIONAREACUTFILL10 + 16041.13m2(Balancing Point)47.85 m210 + 401.9710 + 610 The earthworks data of a proposed highway is tabulated below. The free haul distance is 50mand the cost of borrow is P420 per cum, cost of excavation is P350 per cum. and the cost ofhaul is P21 per meter station. The ground surface is assumed to be uniformly sloping.(a) Compute the free haul volume. (b) Compute the overhaul volume. (Non-anonymous questionO)

According to given data1. Free haul volume is Fill volume = (0+47.85)/2 * distance between…

Answered: STATION AREA CUT FILL 10 + 160 41.13m2…

Engineering

Civil Engineering

STATION AREA CUT FILL 10 + 160 41.13m2 (Balancing Point) 47.85 m2 10 + 401.97 10 + 610

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

STATION
AREA
CUT
FILL
10 + 160
41.13m2
(Balancing Point)
47.85 m2
10 + 401.97
10 + 610

The earthworks data of a proposed highway is tabulated below. The free haul distance is 50m
and the cost of borrow is P420 per cum, cost of excavation is P350 per cum. and the cost of
haul is P21 per meter station. The ground surface is assumed to be uniformly sloping.
(a) Compute the free haul volume. (b) Compute the overhaul volume. (Non-anonymous questionO)

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