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castortr0y [4]
3 years ago
11

2. The soil borrow material to be used to construct a highway embankment has a mass unit weight of 110.0 pcf, a water content of

6%, and the specific gravity of the soil solids is 2.63. The contract specifications require that the soil be compacted to a dry unit weight of 122 pcf and the water content be held to 5.5%. a. How many cubic yards of borrow are required to construct an embankment having a 245,000-cy net section volume

Engineering
1 answer:
PtichkaEL [24]3 years ago
5 0

Answer:

R1= 288032.53cy

Explanation:

For the Other part of the question, since the water content embankment is less than eater content of borrow material And it doesn't require any extra quantity of water bearing in mind that there is no evaporation, hence no further loss of water.

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Which of the following is a possible unit of ultimate tensile strength?
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Answer:

Newton per square meter (N/m2)

Explanation:

Required

Unit of ultimate tensile strength

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3 years ago
The present worth of income from an investment that follows an arithmetic gradient is projected to be $475,000. The income in ye
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I found this on another site:

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3 years ago
The following laboratory test results for Atterberg limits and sieve-analysis were obtained for an inorganic soil. [6 points] Si
alexira [117]

Answer: hello the complete question is attached below

answer:

A) Group symbol = SW

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Explanation:

<u>A) Classifying the soil according to USCS system</u>

 ( using 2nd image attached below )

<em>description of sand</em> :

The soil is a coarse sand since  ≤ 50% particles are retained on No 200 sieve, also

The soil is a sand given that more than 50% particles passed from No 4 sieve

The soil can be a clean sand given that fines ≤ 12%

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Group symbol as per the 2nd image attached below = SW

B) Group name = well graded sand , fine to coarse sand

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5 0
3 years ago
¿Cuándo se formarán cristales en una mezcla que se está evaporando?
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