Calculate the quantity of earth work for the road with the following:stations0Depth of cut (m)1Height of filling(m)10020030040030.5The width of road-10 m, side slope 1:1 to cut and fill.12

The process of moving the earth by cutting and filling simultaneously for the construction of the…

Calculate the quantity of earth work for the road with the following: stations Depth of cut (m) Height of filling(m) 0 1 100 200 300 400 3 0.5 The width of road-10 m, side slope 1:1 to cut and fill. 1

Calculate the quantity of earth work for the road with the following: stations Depth of cut (m) Height of filling(m) 0 1 100 200 300 400 3 0.5 The width of road-10 m, side slope 1:1 to cut and fill. 1

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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Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

Calculate the quantity of earth work for the road with the following:
stations
0
Depth of cut (m)
1
Height of filling(m)
100
200
300
400
3
0.5
The width of road-10 m, side slope 1:1 to cut and fill.
1
2

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At sta 14 + 200X/-184 0/-1.22 X/-0.42At sta 14 + 300X/1.098 0/+3.05 X/+0.5Base for cut = 9m sideslopes = 1:1Base for fill = 8m sideslopes = 1.5:11. Compute the area of sta 14 + 2002. Compute the area of sta 14 + 3003. Determine the difference in volume of cut and fill using end area method.
Given:At sta 14 + 200X/-1.84 0/-1.22 X/-0.42At sta 14 + 300X/1.098 0/+3.05 X/+0.5Base for cut = 9m sideslopes = 1:1Base for fill = 8m sideslopes = 1.5:11. Compute the area of sta 14 + 2002. Compute the area of sta 14 + 3003. Determine the difference in volume of cut and fill using end area method.
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