At STA. 51+33 of a proposed road, the center height of the cross-sectional area is 1.4m in fill while the center height of the cross-sectional area at STA 51+93 2.8m in cut. The width of the proposed road is 14m with a required side slope of 2H:1V for both cut andfill. Determine the volume of cut and the volume for fill using the END-AREA Method
At STA. 51+33 of a proposed road, the center height of the cross-sectional area is 1.4m in fill while the center height of the cross-sectional area at STA 51+93 2.8m in cut. The width of the proposed road is 14m with a required side slope of 2H:1V for both cut andfill. Determine the volume of cut and the volume for fill using the END-AREA Method
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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At STA. 51+33 of a proposed road, the center height of the cross-sectional area is 1.4m in fill while the center height of the cross-sectional area at STA 51+93 2.8m in cut. The width of the proposed road is 14m with a required side slope of 2H:1V for both cut andfill. Determine the volume of cut and the volume for fill using the END-AREA Method.
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