Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!! A proposed embankment fill requires 7500 ft3 of compacted soil. The void ratio of the compacted fill is specified as 0.6. Four borrow pits are available as below, which list the respective void ratios of the soil and the cost per cubic feet for moving the soil to the proposed construction site. Make the necessary calculations to determine the total cost for each pit. Assume the specific gravity of soil solids, Gs to be the same at all pits. 1. Calculate the volume of solid (Vs) = ft3 Borrow Pit A: void ratio = 1.11 and the unit cost = $ 6 /ft3 2. Calculate the total cost to pay to Pit A = Borrow Pit B: void ratio = 0.93 and the unit cost = $7 /ft3 %3D 3. Calculate the total cost to pay to Pit B = Borrow Pit C: void ratio = 0.75 and the unit cost = $ 11 /ft3 4. Calculate the total cost to pay to Pit C = Borrow Pit D: void ratio = 0.73 and the unit cost = $ 8 /ft3 5. Calculate the total cost to pay to Pit D = Next page page MacBook Air >> 20 F3 O00 FA F5 F7 F8 F1 F2 @ # 2$ & 2 4 7 8 E R Y S D K.

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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Please round to the nearest One (i.e., 1).
PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!!
A proposed embankment fill requires 7500 ft3 of compacted soil. The void ratio of the compacted fill is specified as 0,6.
Four borrow pits are available as below, which list the respective void ratios of the soil and the cost per cubic feet for
moving the soil to the proposed construction site. Make the necessary calculations to determine the total cost for each
pit. Assume the specific gravity of soil solids, Gs to be the same at all pits.
1. Calculate the volume of solid (Vs) =
ft3
Borrow Pit A: void ratio = 1.11 and the unit cost = $ 6 /ft3
2. Calculate the total cost to pay to Pit A =
Borrow Pit B: void ratio = 0.93 and the unit cost = $7 /ft3
3. Calculate the total cost to pay to Pit B =
Borrow Pit C: void ratio = 0.75 and the unit cost = $ 11 /ft3
4. Calculate the total cost to pay to Pit C =
Borrow Pit D: void ratio = 0.73 and the unit cost = $8 /ft3
5. Calculate the total cost to pay to Pit D =
Next page
page
MacBook Air
F5
F6
F7
F8
F9
FT
F2
F3
F4
@
#3
$
&
*
2
3
4
7
8
W
E
R
Y
S
F
G
K
DI
Transcribed Image Text:Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!! A proposed embankment fill requires 7500 ft3 of compacted soil. The void ratio of the compacted fill is specified as 0,6. Four borrow pits are available as below, which list the respective void ratios of the soil and the cost per cubic feet for moving the soil to the proposed construction site. Make the necessary calculations to determine the total cost for each pit. Assume the specific gravity of soil solids, Gs to be the same at all pits. 1. Calculate the volume of solid (Vs) = ft3 Borrow Pit A: void ratio = 1.11 and the unit cost = $ 6 /ft3 2. Calculate the total cost to pay to Pit A = Borrow Pit B: void ratio = 0.93 and the unit cost = $7 /ft3 3. Calculate the total cost to pay to Pit B = Borrow Pit C: void ratio = 0.75 and the unit cost = $ 11 /ft3 4. Calculate the total cost to pay to Pit C = Borrow Pit D: void ratio = 0.73 and the unit cost = $8 /ft3 5. Calculate the total cost to pay to Pit D = Next page page MacBook Air F5 F6 F7 F8 F9 FT F2 F3 F4 @ #3 $ & * 2 3 4 7 8 W E R Y S F G K DI
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