3.5 Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9 to convert to bcy. Calculate the area under the mass diagram curve. What quantity of material must be hauled along the length of the project? What is the average haul distance, in stations, for this material? (2,553,148 cy-ft; 4,108 cy; 6+ 22 stations) End- End- area area Volume Volume Strip Strip Strip Strip Total cut fill of cut of fill fill Station (sf) (sf) (bcy) (ccy) cut (bcy) (ccy) (bcy) cut Total fill fill (ccy) (bcy) (bcy) Adj. Mass Sum ordinate (bcy) 0+00 0 0 0 0 00 1+00 166 0 0 08 0 082 00 2+00 310 0 0 OP 0 0 001.S 00+ S 3+00 230 0 0 0010 0 020. 00 4+00 256 0 00 000 0 018.a 00 5+00 186 37 080 08 0 0040 6+00 99 85 080 08 0 008 008,1 00+ 0 7 +00 132 165 280 08 0 00 8+00 80 256 000 0 0 009. 0 00+ 9+00 0 389 00 0 0 0 001. 0 00+ 10 +00 0 350 080 0 0 089.1 0 00 * 11+00 0 31 080 0 0 018.1 00S 00 12+00 0 0 010 08 0 001.1 082 00 EMED
3.5 Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9 to convert to bcy. Calculate the area under the mass diagram curve. What quantity of material must be hauled along the length of the project? What is the average haul distance, in stations, for this material? (2,553,148 cy-ft; 4,108 cy; 6+ 22 stations) End- End- area area Volume Volume Strip Strip Strip Strip Total cut fill of cut of fill fill Station (sf) (sf) (bcy) (ccy) cut (bcy) (ccy) (bcy) cut Total fill fill (ccy) (bcy) (bcy) Adj. Mass Sum ordinate (bcy) 0+00 0 0 0 0 00 1+00 166 0 0 08 0 082 00 2+00 310 0 0 OP 0 0 001.S 00+ S 3+00 230 0 0 0010 0 020. 00 4+00 256 0 00 000 0 018.a 00 5+00 186 37 080 08 0 0040 6+00 99 85 080 08 0 008 008,1 00+ 0 7 +00 132 165 280 08 0 00 8+00 80 256 000 0 0 009. 0 00+ 9+00 0 389 00 0 0 0 001. 0 00+ 10 +00 0 350 080 0 0 089.1 0 00 * 11+00 0 31 080 0 0 018.1 00S 00 12+00 0 0 010 08 0 001.1 082 00 EMED
Micro Economics For Today
10th Edition
ISBN:9781337613064
Author:Tucker, Irvin B.
Publisher:Tucker, Irvin B.
Chapter7: Proudction Costs
Section: Chapter Questions
Problem 8SQP
Related questions
Question
Transcribed Image Text:3.5 Complete the earthwork calculation sheet here and plot the resulting mass
diagram. Divide ccy by 0.9 to convert to bcy. Calculate the area under the
mass diagram curve. What quantity of material must be hauled along the
length of the project? What is the average haul distance, in stations, for
this material? (2,553,148 cy-ft; 4,108 cy; 6+ 22 stations)
End- End-
area
area
Volume Volume Strip
Strip
Strip
Strip
Total
cut
fill
of cut
of fill
fill
Station
(sf)
(sf)
(bcy)
(ccy)
cut
(bcy) (ccy) (bcy)
cut
Total
fill
fill
(ccy) (bcy) (bcy)
Adj.
Mass
Sum ordinate
(bcy)
0+00
0
0
0
0
00
1+00 166
0
0
08 0
082
00
2+00
310
0
0
OP 0
0
001.S
00+ S
3+00
230
0
0
0010
0
020.
00
4+00
256
0
00
000
0
018.a
00
5+00
186
37
080
08 0
0040
6+00
99
85
080
08 0
008
008,1
00+ 0
7 +00
132
165
280
08 0
00
8+00
80
256
000
0 0
009.
0
00+
9+00
0
389
00 0
0
0
001.
0
00+
10 +00
0
350
080 0 0
089.1
0
00 *
11+00
0
31
080 0 0
018.1
00S
00
12+00
0
0
010 08 0
001.1
082
00
EMED
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