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Table X.-Calculation of Earthwork. HEIGHT the lut 9 an( 3 1 9 6 4 5 6. T 6 9 101 11 12 16 14 15 ten the 02 .04 .06 .07 .09 .11 .13 .15 .17 .18 .20 .22 .24 .26 .28 t O 04 .07 .11 '.15 .18 .22 .36 .30 .33 .37 .41 .44 .48 b2 .56 06 .11 .17 .22 .28 .33 .39 .44 ,50 .56 ,61 7 .72 AS .83 ' tia .07 .15 .22 .30 .37 .44 .52 .59 .67 .74 ..61 .89 .96 1.01 1.11 / the 09 .19 .28 ,37 .46 .56 .65 .74 .83 .93 1.02 1.11 1.20 1.90 1.39 1 wh ab( 6 .11 .22 .33 .44 .56 .67 .78 �89 1.00 1.11 1.22 1.33 1.44 1.55 1.67 G ,13 .26 .39 .52 .65 .78 ,91 1.04 1.16-1.30 1.42 1.65 1.68 1.81 1.94 ads is .30 .44 .59 .74 .89 1.04 1.19 1.33 1,48 1.63 1.78 1.92 2.68 2.22 hot .17 .33 ,50 .67 .83 1.00 1.17 1.33 1.50 1.67 1.83 2.00 2.17 2.33 2.50 _ t ecu s 1 .18 .37 .56 .74 .93 1.11 1.80 1.48 L67 1.85 2.04 2.22 2.41 2.59 2.78 for .20 .41 .61 .6 1.02 1.22 1.43 1.83 1.83 2.04 2.24 2.44 2.86 2.859.06 ya .22 .44 .67 .89 1.11 1.33 1.56 1.78 2.00 2.22 2.44 L67 2.89 3.11 3.33 tan 1 .24 .48 .72 .96 1.20 1.44 1.68 1.92 2.16 2.41 2.65 189 3.13 3.37 3.61 If t 11 .26 .52 .78 1.04 1.30 1.55 1.81 2.06 Y.3� 2,99 3.11 3.37 3.63 3.89 is b 1 .28 .56 .83 1.11 1.39 1.47 1.94 2.22 2:50 2.78 x.86 3.33 3.61 3.89 4.17 H. 16 .30 .59 .89 1.18 1.48 1.78 2.07 2.37 2.67 2.96 3.26 5.56 3.86 4.15 4.44 fine .31 .63 .94 1.26 1.57 1.89 2.20 2.52 2.83 3.15 3.45 3.78 4.09 4.41 4.72 tal ,33 .67 1.00 1.33 1.67 2.00 2.33 2.67 3.00 3.33 3.67 4.00 4.33 4.67 5:00 35 .70 1.06 1,41 1.76 2.11 2,46 2.82 3.17 5.52 3.87 4.22 4.57 4.92 5.28 V. . 37 .74 1.11 1.48 1.85 2.22 2.58 2.96 3.33 3.70 4.07 4.44 4.81 5:18 5.56 w 1 39 .78 1.17 1.55 1,�t 2.33 2.72 3.11 3.50 3.80 4.28 4.67 5.06 5.44 5.83 eqi .41 .81 1.22 1.63 2. 2.44 2.85 3.26 3.67 4.07 4.48 4.89 5.80 5.70 6.11 e e .43 .85 1.28 1.70 2.13 2.56 2.96 3.41 3.83 4.26 4.68 5.11 5.54 5.96 6.39, s 44 .89 1.33 1.78 2.22 2.67 3.11 3.51 4.00 4.44 4.89 5.33 5.7g 6.22 6.67 d it! ,46 .92 1.39 1.85 2.31 2,78 3.24 3. 4.17 4.63 5.09 5.56 b.02 6.48 6.94 Vol 6 .48 .96 1.44 1.92 2.41 2.89 3.37 3.86 4.33-4.62 6.30 5.78 6.26 6.74 7.24 an, .50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.506.0+83s.60 6.00 66.50 7.00 7.50 .52 1.04 1.55 2.07 2.59 3.11 33.1 4.80 4.dy 5.1 5A1 66..424 6.76 7.X2 '7.076 .54 1.17 1.61 2.15 2.88 3.Z2 .56 1.11 1.67 2:2222 2.78 33.,3333 3.89 4.44 6.6y0 5.66 6.11 &67 7.22 7.78 8.33 ,5�7g 1:II681.72 i. 2.� ESQ 4.15 {4.7"4 5.335.92 6.52 71111 7.70 9.30 8.86 .61 11.22 7. 2Z44 3:1 3.6j 4.28 4.89 5.50 6.11 8. 7.86 8.98 8.81 .9.44 ,63 1.26 1. Z.52 3.15 3. 4.40 5.04 5.67 6.29 AS 1.30 1.94 2.59 3.24 3.88 4.53 5.18 5.83 8:48 7.13 7.78 8.42 9.08 9.72 8 .67 1.33 2.00 2.67 3.33 4.00 4.66 5.33 4.00 6.67 7.33 &00 8.67. 9.33 10.00 .68 1.37 2.06 2,74 3.42 4.11 4.79 5.48 6.17 6.85 7.64 &22 8,91 9.59 10,28 70 1.41 2.11 2.82 3.52 4.22 4.92 5.63 8. 7 OS 7.74 8 449.15 9.85 10.58 ,72 L44 2.17 2.89 3.61 4.33 5.06 5.78 6. 1.28 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 &N 9.83 10.37 11.11 Table Y�res the number of cubic yards in a TRIANGLE 1 foot deep for a given hetoneenTRIANGLE of toe :Values erws•aection�undor so above t on table are for only Corroctiont for tuba of feet in waste the ttildn o*ns t�enth�the vaiuee found numbers,on the table from 1 to 9 w tenths can vada� in the tables. For example,to find the number of cubic yards when Width W-16.2 and Height�H-6.8,opposite 18 in"Width"column and under 5 fa the•'He ot` column reed 1.18. To correct far additional M2 foot of width.opposite 9 in tbe'•w1 th" colwnn and under bin the"Height"column rad 0.18 end overeat to.018. To correct for additional O:i toot is height,ander 8 is"Height' eohbma and opposite 16 in "Width"column road 0.89 and correct to.080. Therefor,the total cubic yards in the b gen TRIANGtS for a depth of i foot-1.48+.018+.ON-1.567 d hylnoaimately gen yds.per loo feet. It width exceeds 40 feet,use one half real width and multiply result by 2. If both 0 width and height are larger than values given on table use one half of each value 0 and multiply result by 4. 16 a i L