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Table X.-Calculation of Earthwork. G �� , jo' $ HEIGHT c r✓' ,c V j 3 1 8 8 4 b 8 7 8 9 10 11 18 18 14 15 .02 .04 .06 .07 .09 .11' .13 .15 ..17 .18 .20 .22 .24 .26 .28 3 ,04 .07 .11 .15 .18 .22 .26 ,30 .33 .37 .41 .�4 .48 .52 .56 O6 .11 .17 .22 .28. .33 .39 .44 .50 .56 .61 7 ,72 •76 .83 1 .O7 .15 .22 .30 .37 .44 .52 .59 .67 .74' .81 89 .96 1,04 1.11 b .09 .19 .28 .37 .46 .56 .65 .74 .83 .93 1.02 1-11 1.20 1.30 1.39 f 8 .II. .22 .33 .44 .56 .67 .78 .89 1.00 1.11 1.22 1.33 1.44 1.55 1,67 •13 .26 ,39 .52 .65 .78 .91 1.04 1.16 1.30 1.42 1.55 1.68 1.81 1.94 15 .30 '.44 .59 .74 .89 1.04 1.19 1.33 1.48 1.63 1.78 1.92 2.08 2.22 17 .33 .60 .67 .83 1.00 1.17 1.33 1.50 1.67 1.83 2.00 2.17 2.33 2.50 1 .18 .37 .56 .74 .93 1.11 1.30 1.48 1.67 1.85 2.04 L22 2.41 '2.59 2.78 1 .20 .41 .61 .82 1.02 1.22 1.43 1.63 1.83 2.04 2.24 2.44 2.65 2.85 3.06 ^�'-f/ 1 ✓ �! 1 1 22 .87 .89 1.11 1.33 1.56 1.78 2.00 2.22 2.44 2.67 2.89 3.11 3.33 .24 .48 .n .96 1.20 1. 1.68 1.92 2.16 2.41 2.65 2.89 3.13 3.3T .44 44 3.61 Cir 1 26 .52 .78 1.04 1.30 1.55 1.81 2.08 2.33 2.59 2.65 3.11 3.37 3.63 3.89 28 ,56 .83 1.11 1.39 1.67 1.94 2.22 2.50 2.78 3.06 3.33 3.61 3.89 4-.17 1 18 .30 .59 .89 1.18 1.46 1.78 2.07 2.37 2.67 296 328 &56 3.85 4.15 444 ' 1 . . 31 63 .94 1.26 1.57 1.89 2.20 2.52 2.83 3 15 3.46 &78 4.09 4.41 472 1$ 1 $ .33 .67 1.00 1.33. 1.67 2.00 2.33 267 3.00 333 3.67 4.00 4.33 4.67 500 35 .70 1.06 1.41 1.76 2.11 2.46 282 3.17 362 3.8T 4.22 4.57 4.92 5.28 .37 .74 1.11 1.48 1.85 2.22 2.59 2.96 3.33 3.70 4.07 4.44 4.81 5:18 5.56 39 .78 1.17 1,55 1.94 2.33 2.72 3.11 3.50 3.88, 4.26 4.67 5.06 5.44 5.83 .41 •81 1.22 1.63 2.04 2.44 2.85 3.26 3.67 4.07 4,48 4.89 5,30 5.70 6.11 .43 .86 1.28 1.70 2.13 2.56 2.98 3.41 3.83 4.26 4.66 5.11 5.54 5.96 6.39 44 .89 1.33 1.78 2.22 2.67 3.11 3.56 4.00 4.44 489 5.33 5.78 6.22 6.67 i .46 .92 1.39 1.85 2.31 2.78 3.24 3.70 4.17 4.63 5.09 5.56 6.02 6.48 6.94 } 8 .48 .98 1.44 1.92 2.41 2.89 3.37 3.85 4.33 4.82 5.30 5.78 6.26 6.74 7.24 .50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 s 50 6 00 6.50 7.00 7.50 52 1.04 1.55 2.07'2.59 3.11 9.83 4.15 4.61 5.18 5.70 622 6.74 7.26 7.78 .54 1.07 1.61 2.15 2.68 3.22 3.76 4.30 4. 5.37 5.91 644 8.98 7.52 8.08 a 0 .56 1,11 1.67 2.22 2.78 3.33 3.89 4.44 5.00 5.55 6.11 6.67 7.22 7.78 8.33 T •57 1.15 1.72 2.30 2.87 3.44 4.02 4.59 5.17 5.74 6.32 6.89 7.46 8.04 8.61 .59 1.16 1.78 2.37 2.96 3.56 4.15 4.74 5.33 5.92 6.52 7.11 7.70 8.30 8.89 \" .61 1.22 1.83 2.44 3.06 3,67 4.28 4.89 5.50 6.11 6.72 7.33 7.94 8.55 9.17 63 1.26 1.89 2.52 3.15 3.78 4.40 5.04 5.67 6.29 6.93 7.56 8.18 8.81 9.44 1.30 1.94 2.59 3.24 3.89 4.53 5.18 5.83 6.48 7.13 7.78 842 9.08 9.72 R ,87 1.33 2.00 2.67 3.33 4.00 4.66 5.33 6.00 6.67 7.33 8.00 8.87 9.33 10.00 \ x .88 1.37 2.06 2.74 3. 4.11 4.79 5.18 6.17 6.� 7.54 822 8.91 9.59 10.28 .70 1.41 2.11 2.82 3.52 4.22 4.92 5.63 6.33 7.03 7.74 &44 9.15 9.85 10.56 .72 1.44 2.17 2.89 3.61 4.33 5.05 5.78 6.50 1.22 7.95 &67 9.39 10.11 10.83 .74 1.48.2.22 2.96 3.70 4.44 5.18 5.92 6.67 7.41 8.15 &89 9.63 10.37 11.11 Table Y oyes the number of cubic yards in a TRIANGLE 1 foot deep for a given width and Leight. CAUTION: Values obtained from tbe.above tables are for only the one TRIANGLE of the cross-section under oonsidenstion• Corrections for tenths of feet in width and height may,be made by considerin the numbers on the table from l to 9 as tenths and taking one tenth the value.fiend- in the tablet. For.siample,to find the number of cubic yards when Width-W-16.2 and Height-H-5.8,opposite 18 in"Width"oohmm and under 5 in the"Height" ooluma read 1,18. To correct for additional 0.2 foot of width,opposite 2 in the"Width" tt column and under b in the"Height"column read 0.18 and correct to.018. To correct for additional 0.8 foot in height, ander 8 in "Height" column and opposite 16 in rventTRIANGLmn E ora de oof lofoot-1.48}+•018+.089 total7 or approxin the mately CU. 1b0 cu.yde.per 100 feet. It width exceeds 40 feet,use one half real width slid-multiply result o.2. If both 0 width and height are larger than values given on table use one half of each value and multiply result by 4. j 16 C . zl• N -. .