Develop an earthwork summery tabulating excavation, embankment and mass ordinates given the following cross-section data and assuming a 10% shrinkage value. Crass-Section Area (in sq.ft) Station Cut Fill 0+00 2+00 200 60 4:00 6+00 8+00 10+00 12+00 320 90 120 240 480 310 200 280 180 410 14+00 90 350 16+00 200 18+00 20-00 40 100 1- Plot the mass diagram and the profile schematic. 2-Calculate the total overhaul earthwork cost if free haul distance is 800 ft, overhaul distance is 2000 ft, overhaul cost is 10 S per station yard.
Develop an earthwork summery tabulating excavation, embankment and mass ordinates given the following cross-section data and assuming a 10% shrinkage value. Crass-Section Area (in sq.ft) Station Cut Fill 0+00 2+00 200 60 4:00 6+00 8+00 10+00 12+00 320 90 120 240 480 310 200 280 180 410 14+00 90 350 16+00 200 18+00 20-00 40 100 1- Plot the mass diagram and the profile schematic. 2-Calculate the total overhaul earthwork cost if free haul distance is 800 ft, overhaul distance is 2000 ft, overhaul cost is 10 S per station yard.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Develop an earthwork summery tabulating excavation. embankment and mass
ordinates given the following cross-section data and assuming a 10% shrinkage
value.
Crass-Section Area (in sq.ft)
Station
Cut
Fill
0+00
2+00
200
60
4+00
320
90
6+00
480
120
8+00
310
240
10+00
200
280
12+00
180
410
14+00
90
350
16+00
200
18+00
40
100
20+00
1- Plot the mass diagram and the profile schematic.
2-Calculate the total overhaul earthwork cost if free haul distance is 800 ft,
overhaul distance is 2000 ft, overhaul cost is 10 $ per station yard.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F18dae72a-f32b-4a34-bad6-0cedf7eeb542%2F241e22cb-fb9f-47c9-b6a3-5c4cd7809fd1%2Fnez3y85_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Develop an earthwork summery tabulating excavation. embankment and mass
ordinates given the following cross-section data and assuming a 10% shrinkage
value.
Crass-Section Area (in sq.ft)
Station
Cut
Fill
0+00
2+00
200
60
4+00
320
90
6+00
480
120
8+00
310
240
10+00
200
280
12+00
180
410
14+00
90
350
16+00
200
18+00
40
100
20+00
1- Plot the mass diagram and the profile schematic.
2-Calculate the total overhaul earthwork cost if free haul distance is 800 ft,
overhaul distance is 2000 ft, overhaul cost is 10 $ per station yard.
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