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Table X.-Calculation of Earthwork. ^�. BOOK 634 r HEIGHT 3 1 2 i 4 i 6 1 1 t 9 10 11 is 13' 14 26 s? 02 .04 .06 .07 .09 '.11 .13 .15 .17 .ib .20 .28 X .28 •04 .07 •11 .I5 .18 .28 .E6 .30 .33 '37 •41 ,µ �g ,56 J 08, .11 .17 .22 .256 .33 .39 .44 50 .SB B1 .87 78 / G .07 .19 .22 .� •37 .M .52 :59 $67 .74 •81 :40 :96 1.01 1.11 .37 .46 .56 .45 •74 .SS :93 1.00 1.11 1.20 1.30 .1.39 .11 .22 .33 .44 .56 .67 �g 89 1 OD 1. 1 1 Ct L 33 1.14 1.565 1.67 18 .36 .39 .52 .65 .78 91 1.04 1 2 1.90 .4E L56 1.85 8 I'94 �r... IS i •15 .30 .44 .69 .74 .88 1'04 1.19 133 1.4�57 63 1.78 yy1.9787 1:4 2.22 1" 1 .8 .37 .56 .74 :93 83 1.11 1.30 1.48 1.57 1.86 2.1 2 E$ 7..41 2.33 59 2.78 10 .41 61 .82 1.02 1.22 1. 1.63 1 83 2. &44 E, .86 1.06 22 .44 .67 .80 1.11 1.33 1. 1.78 2.00 2. ji,3.8'1 2.�' 11 3.3 24 .48 .72 .yg 120 1.46 1. 1. 2.18 E. Z~ 13 .37 •26 •52 •78 1.0t 1: 30 1.55 L 2.08 g .28 •56 2.33 2. 11 3.61 .63 .3.80 .83 1.11 1.39 1.67 1.94'E.82 2.50 2.78 E.9f 3.'88'E.61 89 4.17 8 .30 .59 .80 1.18 1.48 1.78 807 yy..37 67 2. 3. 4'15 ,4;44 .31 .83 .94 1.28 1.57 1.89 2.30!52 2:83 3.15 5.46 2 5.09 '4.41 4.72 .33 .67 1:00 1.33 1.67 2.00 233 2.67 3.00 3.33 3.67 & 4.33 4.67 00 1 .35 .70 1.06 1.41 1.76 2.11 2 2.82 3.17 3.52 3.87 4.39 4.57 4.92 5.26 .37 .74 1.11 1.48 1.85 2.82 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 2.35 2.72 3.11 3.50 3.80 4.28 4.67 4.06 5.44 5.183 J o S f f ,41 .81 1.22 1.63 2.04 2.44 2.85 3.26 3.67 4.07 4.48 4:895.30 8.70 6.11 •43 .86 1.28 1.70 2.13 2.56 2.98 3.41 3.83 4.28 4.69 5.11 55.54 5.86 6:59 q 4{ .89 1.33 1.78 2.22 2.67 3.11 3.56 400 4.44 4. 8. 6. 8.87 •46 •92 1.39 1.85 2.91 2.78 3.24 3.70 4.17 4.63 5.1 1 S6 802 6. 1.., 48 .96 1.44 1.92 2.41 2.89 3.37 3.85 4.33 4.82 5.30 5.78 6.36 6.74 7.24 50 1.00 1,50 2.00 8.50 3.00 3.50 4.00 4. 5.00 5:50 600 6. 7.00 50 •52 1.04 1.55 2.07 2.59 3.11 3.53 4.15 4.87 5.15 5.70 6.22 6.74 7.9 .7.78 54 1.07 1.61 2.16 2.65 3.22 3.76 4.30 4.83 5.37 5.91 6,M 8.98 7.62. 8:08 56 1.11 1.67 2.2E 2.78 3.35 3,89 4.44 5.00 5.85 6.11 8.67 7.2E 7.78 8.33 � 57 1.15 1.72 8.�p 2g7 3. 4pg 4. 5.175 74 &80 7.46 8• 8.61 59 1.18 1.7E E.37 2 A5 3.56 415 4.74 56.33 i 92 7.11 7.70 8.90 $89 . 61 1. 8S 22.N 346 3.67 Cu��p 4.89 5.50 6.11 i 72 7.83 7.94 8 6�5 9.17 t i` .0S 1.30 1:14 2.59 334 3.80P 5:S3 5.� 1.1 3 48 13 7.778 U 9.06 9:� 8 67 133 2.00 2.67 3.33 4.00 4.68 56.33 8.00 6.67 7.33 8 00 6.67 9 33 00 88 1.37 2.06 2.74 3.4 4.11 4.79 56.48 6.17 8.85 7.6C &22 8.91 9 59 10.28 „ 70 1.41 2.11 2.82 33 52 4.22 4.92 5.63 6.33 7.008�8 7.74 11 &,44 y9.15 9.85' 10.56 751.4844 2.8a.9�6S.TU4.445.1833 06 5.� 8.66777.l18160.M9:03 10.37' 11.11 j Table X ver the number of Subic yards in a TRIANGLE 1 toot dean for a eivmt width and�idt CAUTION: Values obgined from tM above tab are for only- j the one TRIANGILF of the erosa•auetlon nodsr �rideratioa. ,. Correo4ione for tantM of feet in width gad hai8ht may b wads the ' nwnbcra the table from 1 to 9 r tends+aa�d takis8 ors tenthvaiwa ound in the/abler. For example,to find tbs mtmber of enble yards what We�g1b6.2 and Helght�g�b.8,spposits 18 is"Width"adumn and ttrdar 5 in the"$dahth'' ocimm�road 1.18. To eorreot'for additlona10.7 I of oppodts 2 is the' oolutnn and wader 5!n.the"Hs��t'4eolumn head 0.181trd�oeew to.018. To oor:eot for additional 0.8 foot in �g�4, ander 8 fa "Helot/eWumn Land opposite 16 in 'Width"column read 0.89 oorrect to.089. Tberstors,-the total cubic yards in the Wn TRIANGLE for a depth of 1 toot 1. .018+. 1.587 or approximately cu.yds.per 100 test. It width exceeds 40 feet,use ons half real width and multiply result by 2. It both width and height aro larger than values given an table use one half of Saab value and multiply result by 4. 16 J 1 S