The cut and fill cross sectional areas of a highway under construction are as shown below:...

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The cut and fill cross sectional areas of a highway under construction are as shown below: Fill Area Station Cut Area (sf) (sf) 19+60 1,048.00 950.00 21+29 1,150.00 1,120.00 22+87 1,097.00 898.00 23+74 1,216.00 1,225.00 25+45 1,198.00 1,462.00 26+82 1,165.00 1,430.00 Utilizing the table below, calculate the earthwork volumes in cubic yards. Show all calculations. (25 Points) STATION DISTANCE CUT AREA (FT) (SF) AVG. CUT AREA (SF) Total Cut Volume, (CF) Total Net Earthwork: CUT VOLUME (CF) FILL AREA (SF) AVG. FILL AREA (SF) Total Fill Volume, (CF) CY FILL VOLUME (CF) The cut and fill cross sectional areas of a highway under construction are as shown below: Fill Area Station Cut Area (sf) (sf) 19+60 1,048.00 950.00 21+29 1,150.00 1,120.00 22+87 1,097.00 898.00 23+74 1,216.00 1,225.00 25+45 1,198.00 1,462.00 26+82 1,165.00 1,430.00 Utilizing the table below, calculate the earthwork volumes in cubic yards. Show all calculations. (25 Points) STATION DISTANCE CUT AREA (FT) (SF) AVG. CUT AREA (SF) Total Cut Volume, (CF) Total Net Earthwork: CUT VOLUME (CF) FILL AREA (SF) AVG. FILL AREA (SF) Total Fill Volume, (CF) CY FILL VOLUME (CF)

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