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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
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%.
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