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 (+) CUT 980 1050 840 720 800 940 1080 880 940 1440 780 900 850 720 920 480 580 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

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 meter station, 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 distance is estimated to be 400 m. Assume shrinkage to be 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
Transcribed Image Text: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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