6.3 Using the average-end-area method calculate the cut and fill volumes for stations 25 + 00 through 31 + 00. Volume of cut (bcy) (4) Volume of fill (ccy) (5) End-area cut (sf) (2) End-area fill (sf) (3) Station (1) 25 + 00 3,525 26 + 00 355 985 27 + 00 786 125 55 2,515 1,255 28 + 00 29 + 00 23 29 + 25 620 29 + 50 25 845 3,655 8,560 30 + 00 31 + 00
6.3 Using the average-end-area method calculate the cut and fill volumes for stations 25 + 00 through 31 + 00. Volume of cut (bcy) (4) Volume of fill (ccy) (5) End-area cut (sf) (2) End-area fill (sf) (3) Station (1) 25 + 00 3,525 26 + 00 355 985 27 + 00 786 125 55 2,515 1,255 28 + 00 29 + 00 23 29 + 25 620 29 + 50 25 845 3,655 8,560 30 + 00 31 + 00
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:6.3 Using the average-end-area method calculate the cut and fill volumes for
stations 25 + 00 through 31 + 00.
Volume of
cut (bcy)
(4)
Volume of
fill (ccy)
(5)
End-area
cut (sf)
(2)
End-area
fill (sf)
(3)
Station
(1)
25 + 00
3,525
26 + 00
355
985
27 + 00
786
125
55
2,515
1,255
28 + 00
29 + 00
23
29 + 25
620
29 + 50
25
845
3,655
8,560
30 + 00
31 + 00
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