Answer:
Option D
Explanation:
Given information
Bulk unit weight of 107.0 lb/cf
Water content of 7.3%,=0.073
Specific gravity of the soil solids is 2.62
Specifications
Dry unit weight is 113 lb/cf
Water content is 6%.
Volume of embankment is 440,000-cy
Borrow material
Embankment
Considering that the volume of embankment is inversely proportional to the dry unit weight
![\frac {V_{embankment}}{V_{borrow}}=\frac {Dry_{borrow}}{Dry_{embankment}}](https://tex.z-dn.net/?f=%5Cfrac%20%7BV_%7Bembankment%7D%7D%7BV_%7Bborrow%7D%7D%3D%5Cfrac%20%7BDry_%7Bborrow%7D%7D%7BDry_%7Bembankment%7D%7D)
Therefore, ![V_{borrow}=V_{embankment} *\frac {Dry_{embarkement}}{Dry_{borrow}}](https://tex.z-dn.net/?f=V_%7Bborrow%7D%3DV_%7Bembankment%7D%20%2A%5Cfrac%20%7BDry_%7Bembarkement%7D%7D%7BDry_%7Bborrow%7D%7D)
![V_{borrow}=440,000-cy*\frac {113 lb/cf }{99.72041 lb/cf }= 498594-cy](https://tex.z-dn.net/?f=V_%7Bborrow%7D%3D440%2C000-cy%2A%5Cfrac%20%7B113%20lb%2Fcf%20%7D%7B99.72041%20lb%2Fcf%20%7D%3D%20498594-cy)
Therefore, volume of borrow material is 498594-cy
(b)
The weight of water in embankment is found by multiplying the moisture content and dry unit weight.
Assuming that all the specifications are achieved, weight of water in embankment=0.06*113=6.78 lb/cf
Since ![1 yd^{3}= 27 ft^{3}](https://tex.z-dn.net/?f=1%20yd%5E%7B3%7D%3D%2027%20ft%5E%7B3%7D)
The embankment requires water of 6.78*27*440000= 80546400 lb
Borrow materials’ water will also be 0.073*99.72041=7.27959 lb/cf
Borrow material requires water of 7.27959*27*498594=97998120 lb
Extra water between borrow material and embankment=97998120 lb-80546400 lb=17451720 lb
![Unit_{weight}=\frac {17451720}{498594}=35.00186 lb](https://tex.z-dn.net/?f=Unit_%7Bweight%7D%3D%5Cfrac%20%7B17451720%7D%7B498594%7D%3D35.00186%20lb)
1 gallon is approximately
hence
![\frac {35.00186 lb/yd^{3}}{8.35}=4.19184 gallons/yd^{3}](https://tex.z-dn.net/?f=%5Cfrac%20%7B35.00186%20lb%2Fyd%5E%7B3%7D%7D%7B8.35%7D%3D4.19184%20gallons%2Fyd%5E%7B3%7D)
That's approximately 4.2 gallons