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i just need a few examples so i can see how to work it and moce on from there because theres a lot more than

i just need a few examples so i can see how to work it and moce on from there because theres a lot more than that image text in transcribed
Part 1 Complete the following Earthwork Sheet Material: Earth and Gravel: Swell Factor: 83 Station Strip fil(cyl Total fill ceyl Total cut beyl Adj fil (beyl Sum byl Mass ordinate End area fill ish 7.90 3.59 15.16 10.86 15.08 1962 23.06 24.14 19.72 19.24 29.77 28.44 35.70 24.86 19.96 13.01 123 056 2.37 1.70 2.36 3.07 3.60 3.77 19.02.50 1950.00 20.00.00 20+50.00 21+00.00 21 +50.00 22.00.00 2250.00 23.00.00 23. 50.00 24.00.00 2450.00 25+00.00 25.50.00 26+00.00 26 +50.00 27 - 00.00 27+50.00 2800.00 Strip out bol 0.04 1.04 0.97 3.22 2.08 2.33 2.51 1.85 1.61 1.74 109 3.01 End-area cut Volume of fil Volume of cut (beyl 0.46 11.06 10.33 3433 22.15 24.82 26.78 19.76 172 18.54 9.36 11.67 8.78 11.52 18.17 20.45 16.95 19.4 42.15 34.66 29.18 14.58 7.42 0.88 1.09 558 3.88 3.12 203 6 27 201 2.53 108 1.70 192 159 1.82 3.95 3.25 2.74 1.37 0.70 12.89 16.17 10.05 50.61 125.42 223.12 157 29.50.00 3000.00 7.91 19.60 34.86 Part 1 Complete the following Earthwork Sheet Material: Earth and Gravel: Swell Factor: 83 Station Strip fil(cyl Total fill ceyl Total cut beyl Adj fil (beyl Sum byl Mass ordinate End area fill ish 7.90 3.59 15.16 10.86 15.08 1962 23.06 24.14 19.72 19.24 29.77 28.44 35.70 24.86 19.96 13.01 123 056 2.37 1.70 2.36 3.07 3.60 3.77 19.02.50 1950.00 20.00.00 20+50.00 21+00.00 21 +50.00 22.00.00 2250.00 23.00.00 23. 50.00 24.00.00 2450.00 25+00.00 25.50.00 26+00.00 26 +50.00 27 - 00.00 27+50.00 2800.00 Strip out bol 0.04 1.04 0.97 3.22 2.08 2.33 2.51 1.85 1.61 1.74 109 3.01 End-area cut Volume of fil Volume of cut (beyl 0.46 11.06 10.33 3433 22.15 24.82 26.78 19.76 172 18.54 9.36 11.67 8.78 11.52 18.17 20.45 16.95 19.4 42.15 34.66 29.18 14.58 7.42 0.88 1.09 558 3.88 3.12 203 6 27 201 2.53 108 1.70 192 159 1.82 3.95 3.25 2.74 1.37 0.70 12.89 16.17 10.05 50.61 125.42 223.12 157 29.50.00 3000.00 7.91 19.60 34.86

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