the excavated soil?5.9A proposed embankment fill requires 3500 m' of compacted soil. Thevoid ratio of the compacted fill is specified as 0.65. Four borrow pits areavailable, as described in the following table, which lists the respective voidratios of the soil and the cost per cubic meter for moving the soil to theproposed construction site. Make the necessary calculations to select they not be copied, scanned, or duplicated, in whole or in part. Due to electronic rights, some third party content may be suppressed from the eBook and/or eChapter(s).I materially affect the overall learning experience. Cengage Learning reserves the right to remove additional content at any time if subsequent rights restrictions require it.ctionfrom which the soil should be bought to minimize the cost. Assume G,pe the same at all pits.Borrow pitVoid ratioCost (S/m)0.851.20.95100.75ABCD

A proposed embankment fill requires 3500 m' of compacted soil. The void ratio of the compacted fill is specified as 0.65. Four borrow pits are available, as described in the following table, which lists the respective void ratios of the soil and the cost per cubic meter for moving the soil to the proposed construction site. Make the necessary calculations to select the

A proposed embankment fill requires 3500 m' of compacted soil. The void ratio of the compacted fill is specified as 0.65. Four borrow pits are available, as described in the following table, which lists the respective void ratios of the soil and the cost per cubic meter for moving the soil to the proposed construction site. Make the necessary calculations to select the

Fundamentals Of Construction Estimating

4th Edition

ISBN:9781337399395

Author:Pratt, David J.

Publisher:Pratt, David J.

Chapter4: Measuring Site Work, Excavation, And Piling

Section: Chapter Questions

Problem 3RQ: What is the purpose of a soils report, and how can the information it contains assist the estimator?

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Similar questions

A proposed embankment fill requires 7500 m3 of compacted soil. The void ratio of thecompacted fill is specified as 0.7. Soil can be transported from one of the four borrowpits, as described in the following table. The void ratio, specific gravity of soil solids,and the cost per cubic meter for moving the soil to the proposed construction site areprovided in the table.a. Determine the volume of each borrow pit soil required to meet the specification ofthe embankment site.b. Make the necessary calculations to select the borrow pit which would be most costeffective.
Soil for a compacted earth fill is available from three different borrow sites. At the earth fill, the soil is to be compacted to a void ratio of 0.62 with a finished volume of 150,000 m3 . The in-situ void ratios and the costs (soil and transportation) per cubic metre for the three sites are given below. Which site would be economical?
What is the purpose of a soils report, and how can the information it contains assist the estimator?
The soil borrow material to be used to construct a highway embankment has a wet unit weight of 15.4 kN m3 ⁄ , a water content of 9%, and the specific gravity of the soil solids is 2.67. The specifications require that the soil be placed in the fill so that the dry unit weight is 17.9 kN m3 ⁄ and the water content be held to 20%.a. How many cubic meters of borrow are required to construct an embankment having a 612, 000-m3 net section volume?b. How many gallons of water must be added per cubic meter of borrow material assuming no loss by evaporation?c. If the compacted fill becomes saturated at constant volume, what will be the water content and unit weight?
The soil borrow material to be used to construct a highway embankmenthas a density of 1570 kg/m3, a water content of 6%, and the relative density of soilsolids is 2.65 . The specifications require the soil to be compacted to a dry density of1794 kg/m3 and the water content held to 13%.a. How many BCM are required to construct a 176,306 m3 embankment?b. How many liters of water must be added to the borrow material, on a cubic meterbasis, assuming no loss by evaporation?c. If the compacted embankment becomes saturated at constant volume, what will bethe water content and the density of the soil?
A proposed embankment fill requires 8000 ?3 of compacted soil. The void ratio of the compacted fill is specified as 0.70. Four borrow pits are available as described in the table which list the respective void ratios of the soil and cost per cubic meter for moving the soil to the proposed construction site. Make necessary calculations to select pit from which the soils should be bought to minimize the cost. Assume specific gravity to be the same at all pits.
How can the geotechnical properties of soil from embankment dam be used as basis for detection of seepage problem?
A proposed embankment fill requires 5000 m3 of compacted soil. The void ratio of the compacted fill is 0.70. Three borrow pitsare available as shown in the table: )Determine the cost of acquiring soil from Pit C )Determine the Pit with least of hauling material )Determine the most economical pit.
In deep excavation, adjacent ground water table is drawn down which may affect the settlement of nearby buildings. What is the remedial proposal to rectify the situation?
using the data given in the image uploaded. After 10 yr of consolidation, an additional areal fill load of 49 kpa is placed on the site. compute the amount of additional settlement and prepare a plot of the settlement.
A proposed earth embankment requires 50,000 cubic meters of soil. The soil will be compacted to a void ratio of 0.75 when it is placed in the embankment. There are four available borrow pits, designated A, B, C, and D. The void ratio of the soil in each pit and the cost per cubic meter for moving the soil to the proposed construction site are shown as follows: Determine which borrow pit is the most economical.
An approach road for a bridge needs 60000 m3 of soil compacted to a void ratio of 0.7. There are two borrow pits A and B from where the required soil can be taken and transported to the site. The borrow pit A has void ratio 0.85 and borrow pit B has void ratio 0.95. If the cost of excavation of soiland transportation is Rs. 20/10 m3for area A and Rs. 22/10 m3for area B, which of the borrow area is more economical? G=2.67