Develop an earthwork summery tabulating excavation. embankment and mass ordinates given the following cross-section data and assuming a 10% shrinkage value. Cross-Section Area (in sq.ft) Station Cut Fill 0+00 2+00 200 60 4+00 320 90 6+00 480 120 S+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.
Develop an earthwork summery tabulating excavation. embankment and mass ordinates given the following cross-section data and assuming a 10% shrinkage value. Cross-Section Area (in sq.ft) Station Cut Fill 0+00 2+00 200 60 4+00 320 90 6+00 480 120 S+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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
Cross-Section Area (in sq.ft)
Station
Cut
Fill
0+00
2+00
200
60
4+00
320
90
6+00
480
120
S+00
310
240
10+00
200
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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