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�� Table X.-Calculation of Earthwork. Enter b HEIGHT the v3 intery andr 1 8 4 5 6 7 8 9 l0 11 1$ 18 tersec 14 lb the ve ON of th, •04 .06 07 •1016 . 18 .11 .13 .15 .17 .18 .20 . 48 22 .24 .26 _ the d 4 •07 .15 •22 17 .22 ,.28 .33 .39 .44 .50 .56 .61 .67 .72 .78.52 •56: b .09 .19 .28 .37 .46 37 •44 .52 .59 .67 .74 .81 .89 s3' tion t 56 .65 .74 .83 .93 1.02 1.11 1.20 1.30 1.39 the e, abocl 8 •13 .26 •33 .44 '65 .67.39 52 .78 ,89 1.00 1.11 1.22 1.33 1.44 1.55 1.67 h addec .17 30 •K .9 . •78 .91 1.04 1.16 1.30 1.42 1.55 1.68 1.81 33 .50 .67 .83 1.0000 1.17 1.33 1.50 1.6 1.83 178 292 2.08 1.292 � readh 1 .18 .37 .17 2.33 2.50 readi, 56 .74 .93 1.11 1.30 148 1.67 1.85 2,04 2.22 2.41 2.59 2.78 scale for l e 1 22 .44 72 ,89 1.11 1.33 1 1-22 .56 1.78 2.00 2.22 2.M 2 ! 2.89 3.113 06 angle 1 •24 .96 1.20 1.44 1.68 1.92 2.16 2.41 2.65 189 3.13 3.11 3.6 the q 1 26 .52 .78 1.04 1.30 1.55 1.81 2.08 2.33 2.59 2.9 &11 3.37 3.63 3.89 tance I If tht 1 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 ofd 167 .30 .59 .89 1.18 1.48 1.78 2.07 2.37 2.67 2.96 3.26 156 3,85 4.15 18 31 •63 .94 1.26 1.57 1.89 2.20 2.52 2.83 3.15 3.46 3.78 4,09 4.41 4.72 H`�fin 18 .33 .67 1.00 1.33 1.67 2.00 2.33 2.67 3.00 3.33 3.67 400 4,33 4.67 500 i t ld t 80 �` •70 1.06 1.41 1.76 2.11 2.46 2.82 3.17 3.52 3.87 4.22 4.57 4.92 ys 37 .74 1.11 1.48 1.85 2.22 2.59 2.96 3.33 3.70 4.07 4.44 4.81 518 5.5566 fort, 1 .39 .78 1.17 1.55 1.94 2.33 272 3.11 3,50 3.9 4.28 b d isI 41 .81 1.22 1.63 2.04 2.44 2.85 3.26 3.67 4.07 4.48 8g 5.30 5:70 6.11 w h, .43 44 .85 1.28 1.70 2.13 2.56 2.96 3.41 3.83 4.26 4, 5 83 e eu' .46 .92 89 1.33 1'78 2.22 2.67 3.11 3.56 4.00 4.44 5 11 5.54 5:96 6:39 1 6.67 d"l s .39 1 2.31 2.78 3.24 3.70 4.17 4.63 5,09 5.56 33 6,02 6 78 .48 6.94 and' 8 50 •00 1.44 1.92 2.41 2.9 3.37 3.85 4.33 4.82 530 5.78 6,26 6 74 7.24 ' ver 52 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 600 6.50 7.00 7.50 angl 52 L04 1.55 2.07 2.59 3.11 3.63 4.15 4 22 3 .67 5.18 5.70 622 6.74 7.26 7.78 56 1.111.872.22215 .7868 3.333.976 4.445.005.556.11 &44 7 677.21 7.78 8.33 $1 .57 1.15 1.72 2.30 2.87 3.44 4.02 4.59 5,17 5.74 6.32 689 7.46 8,04 8.61. .59 1.18 1.78 2.37 2.96 3.56 4.15 4.74 5.33 5.92 8:52 7.11 7.70 8.30 8.89 .61 1.22 1.83 2.44 3.06 3.87 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 8.29 6.93 7.56 8.18 8.81 9.44 66 1.30 1.94 2.59 3.24 3.89 4.53 b.18 5.83 6.48 7.13 7.78 8.42 9.08 9.72 8 .67 1.33 2.00 2.87 3.33 4.00 4.66 5.33 6.00 6.67 7.33 8 00 8.67 9,33 10.00 .70 1.41 2.11 2.822 3.52 4.221 4.92 5.63 833 7.Qi 7.74 8a,N S. 9. 10.28 72 1.44 2.19 2.89 3.61 4.33 5.06 5.78 B.50 7.22 7.96 8 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 8.15 889 9.63 10.37 11.11 t Tabled pv,y� the number of cubic yards in s TRIANGLE 1 toot deep for a riven Width and netgnt. CAUTION: Values obtained from the above tables are for only the one TRIANGLE of the crom seetion under consideration. Corrections for tenths of feet in width and h ht may be numbers on the table from 1 to 9 as tentlu gad y mads by considertnt the in the tables. For taking one tenth the values found and Height-H example,to find the number of cubic yards when Width- column read 1.18. To opposite 18 In "Width"column and under b in the"Ilei V column and under 5 in the" tar additional foot of width,opposite 2 in the"Wuu77th" for additional 0.8 toot in 1 He ht QOI1�0.18 and correct to•018. To correct Width"column read 0.89 and correct to 089, Therefore,the totaOcdumn l cubic Posits 16 in ' given TRunder a in IANGLE for s 159 cu.yds,per 100 feet,depth of 1 foot-1,48+.018+,089 1,587 or as in the If width a DPsostmately width and heihtsare fart' thanuse �u�1 width and multiply result by 2. If both I and multiply result by 4. given on table use one half of each value 0 0 16 �. t