Answered: When will you plan for stockpiling of…

Engineering

Civil Engineering

When will you plan for stockpiling of excavation soil

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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For an earth-moving project, the contractor is required to locate a source of off-site borrow soil to use for compacted fill. Two possible sources are found; the cost of purchase and hauling from either will be comparable. At location A, the soil is a silt–clay material and is found to have a natural moisture content in the 10- to 20-percent range. At location B, the soil is also cohesive and is found to have a natural water content in the 30- to 40-percent range. The contractor selects location A. Indicate whether this represents a good choice, and why.
The soil profile at a site has been investigated and the typical soil profile in the 100 feet has been determined to be: Depth Shear Wave Soil Description "N" PI (feet) Velocity 0- 30 Clay 85 30 - 50 Silty Sand 35 50 - 100 Sand and Gravel 50 What is the soil profile type according to 1997 UBC. Format of answer: Sx Sb O Sa O sd O Se O Sc OSf asap please!!! thank you o o
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A borrow site south of Harrisburg will be used to provide the material needed to construct 432,600 cy of embankment for the Harrisburg Expressway project. Soil testing has indicated the following unit weights: Bank - 102 pcf Loose - 85 pcf • Compacted - 118 pcf The contractor plans to use 14 cy on-highway dump trucks and has agreed with the owner of the borrow site property to a price of $1.25 per excavated cubic yard. 1. What is the cost of purchasing the borrow material? 2. How many truck loads must be hauled from the borrow site to the embankment site?
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