From the given earthworks data shown, determine the total cost of earthworks if unit cost of haul is P 500 per on, unit cost of borrow is P 3,500 per cubic meter, and unit cost of excavation is P 1,000 per cubic meter. Free haul dist. mated to be 400 m. Assume shrinkage of 20 %. STATION5+0005+1005 + 2005+3005+4005+5005 + 6005+7005 + 8005 + 9006 +0006 + 1006+ 2006 +3006 + 4006 + 5006 + 6006+7006 +8006 + 9007 +0007+1007 + 2007+3007+4007+5007+6007 + 7007+8007 +9008 +0008 + 1008 + 2008 +3008 + 4008 + 5008 + 6008+7008 + 8008 + 9009 +0009+1009+2009 +3009 + 4009 +5009 + 6009+7009 + 8009+90010 +000(+) CUT980105084072080094010808809401440780900850720920480580420560780840920840720650520440520VOLUME(-) FILL0-420-540-450-520-620-580-430-720-350-340-680-460-430-550-650-780-560-480-530-680-790-530-420-520-830

Answered: Image /qna-images/answer/8386e3a5-70b2-4e33-b225-a98e2f740c29.jpg

Answered: shrinkage of 20 %.

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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Question

From the given earthworks data shown, determine the total cost of earthworks if unit cost of haul is P 500 per on, unit cost of borrow is P 3,500 per cubic meter, and unit cost of excavation is P 1,000 per cubic meter. Free haul dist. mated to be 400 m. Assume shrinkage of 20 %.

STATION
5+000
5+100
5 + 200
5+300
5+400
5+500
5 + 600
5+700
5 + 800
5 + 900
6 +000
6 + 100
6+ 200
6 +300
6 + 400
6 + 500
6 + 600
6+700
6 +800
6 + 900
7 +000
7+100
7 + 200
7+300
7+400
7+500
7+600
7 + 700
7+800
7 +900
8 +000
8 + 100
8 + 200
8 +300
8 + 400
8 + 500
8 + 600
8+700
8 + 800
8 + 900
9 +000
9+100
9+200
9 +300
9 + 400
9 +500
9 + 600
9+700
9 + 800
9+900
10 +000
(+) CUT
980
1050
840
720
800
940
1080
880
940
1440
780
900
850
720
920
480
580
420
560
780
840
920
840
720
650
520
440
520
VOLUME
(-) FILL
0
-420
-540
-450
-520
-620
-580
-430
-720
-350
-340
-680
-460
-430
-550
-650
-780
-560
-480
-530
-680
-790
-530
-420
-520
-830

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