Q1. A road construction project in Cheras spans 1.X km (11 stations). Table Q1 shows thestation numbers, cuts and fills. Fill materials was found to consolidate by 10%.Table Q1: Earthwork data record.Area (m2)Cut1012StationFill141614310616714129810111216The following information are given:Over-haul price is stated as RM30/ m. sta.Free-haul price is stated as RM70/mBorrow price is stated as RM120/mFree-haul distance is 200 meters Determine the following:(i)Limit of economical haul.(ii) Free-Haul and Over-Haul volume.(iii) Waste volume.(iv) Borrowing volume.(v) Direction of hauling.(vi) Total cost of the earthwork.

Answered: Area (m2) Cut 10 Station Fill 12 2 3.…

Engineering

Civil Engineering

Area (m2) Cut 10 Station Fill 12 2 3. 14 16 14 10

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

Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.

Question

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Q1. A road construction project in Cheras spans 1.X km (11 stations). Table Q1 shows the
station numbers, cuts and fills. Fill materials was found to consolidate by 10%.
Table Q1: Earthwork data record.
Area (m2)
Cut
10
12
Station
Fill
14
16
14
3
10
6
16
7
14
12
9
8
10
11
12
16
The following information are given:
Over-haul price is stated as RM30/ m. sta.
Free-haul price is stated as RM70/m
Borrow price is stated as RM120/m
Free-haul distance is 200 meters

Determine the following:
(i)
Limit of economical haul.
(ii) Free-Haul and Over-Haul volume.
(iii) Waste volume.
(iv) Borrowing volume.
(v) Direction of hauling.
(vi) Total cost of the earthwork.

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