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y L* 3 X Table X.-Calculation of Earthwork. p 3 z 7 4- L� I HEIGH'C 3 7� f(d DLJ 3 6 4 6 6 7 a 1 8 10• 11 12 la 14 15 L , -------- 02 02 .04 :06 .07 .0�g9 :11 .13 .16 .17 .lb .20 .2�24 .24 Z6 28 y3 2- �3 16 :04 .07 .11 .15 :1$ .22 .26 :30 .33 .37 .41 :6T .48 .52 .56 06 ,11 .17 .22 28 .39 .39 .44 . :50 .56 .61 6? .72 .78 83 /. .09 .19 .0 .37 .4466 .56 .65 .74 .8s .93 1.02 1.11 1.20 1.330 1.89 _ h' . 7 6 .11 .22 .33 .44 .56 ,67 .78 .89 1.00 1.11 1.22 L33 1.44 1.55 167 7 4.40 46 � �- t .7 t j .19 .26 .39 .52 '.65 .78 .91 1.04 1:16 1.30 1:41 L65 1.66 1.81 1,94 16 .30 .44 .59 .74 .89 1.04 1.19 1.33 1.46 1.63 L78 1.92 OB 2:22 J �� '� 1� i .17 .93 .50 .67 .B9 1,00 1.17 1.93 1:50 1.67 1.83 2.00 2.17 2.35 2.50 1 .18 .31 .56 .74 :93 1.11 1.30 1.48 1.67 1.15 2.04 Zi22 2.41 2.59 2.78 "•ry��, z / 1 20 :41 .61 .82 1.02 1.22 1.43 1.63 I.83 2.04 2.24 2.44 2.66 2.85 3.06 :22 .44 .67 .89 1.11 1.39 1.56 1.78 2:00 222 2.44 2.67 2,89 3.1} 3.33 �- 1 .24 .46 .72 .96 1.20 1.44 1:66 1.82 2.16 2.41,2.66 y 6B 5.13 3.37 3.61 3 11 .26 .52 .78 1.04 1.30 .1.55 1.81 2.08 2.33 2.59'2.� 3 11 3:57 3.63 3.� ),J, 'f i .26 .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 i 11176 .30 .59 .89 1.18 1.48 1.78 2.12.37�y22.67 2.96 3.28 A 56 385 4.15 4.4433 67 1.030 1.313 1.67 2.0000 2. 2.8? 3.0000 333 3.6 4.000 4 3.34. 4.67 5.0000 �7 ?.35 .70 1.06 1.41 1.76 2.11 2. 2.12 3.173.52 5.87 4.22 4 57 '4.92 5.28 37 .74 1.11 1.48 1.85 2.22 2. 2.96 3.33 3.70 4:07 4.44 4.81 5:18 5.56 � �� O /•� f 3 .78 1,17 1.55 1. 2.38 2.72 9.11 5.50 3.59 4.28 4.67 506 5.44 5.89 1' 41 .81 1.22 1.63 2. 2.44 2.88 3.26 3.67 4.07 4.48 4 09 8. 6.70 6.11 • __.-- L 43 1.28 1.70 2. 1.56 2.96 3.41 3.89 4.26 4.68 6.11 5.64 5.98 8.39 Ts 1 4 l 44 1.38 1.76 2. 2.01 3.11 5.56 4.00 4. 4.89 5.33 5.76 6.22 6.67 -- ` G 1 46 .92 1.98 1.85 2. I 2:76 3.Z4 3.70 4:17 4.83 .09 5.58 6.02 6.48 6:94 / -' 74 7.24 8 52 1.04 1'.SS 2.07 2.59 8.11 3.63 4.15 4.67 5.18 5:V 6.1 6.28 '28 T.76 & 50 1,00 1.50 2.00 2.50 5:00 3.50 4.00 4,50 5.00 5.Y550 &00 6.50 00 7. _��_. .___. Z t f ' .54 1.07 1.81 2.15 2.0 5.22 3.76 4.30 4.83 5.97.5. 1 &44 6.96 52 8:06 (, _,y .56 1.11 1.67 2.22 78 5.33 3:89 4.44 5.00 5.55 6.11 &67 7.22 7.78 6.33 ! y 7 �t 3 1 :57 1.15 1.72 2:30 2.87 3.44 4.02 4.59 5.17 5.74 6:32 6.69 7.46 8.04 8.61 „c .59 1.18 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 1 ; E 61 1.22 1.83 2.44 3.06 9.67 4:28 4. 5.50 6.11 6.72 7.89 7.94 8.55 9.17 .83 1.26 69 2.52 3.15 9.78 4.40 5.04 6.67 6. 8.01 7.56 8.18 8.81 9.44 65 1.90 y1;94 2.5599 3.14 3.89 4.53 5.18 5.85 6.46 7.13 7.78 8.42 9.08 9.72 I 8 .86gg71.332.11:F8.14.114.7195.46 5136.176.477.534 &nB4 9.33 10. ® �' .70 '1.41 2.11 2.82 3.52 4:21 4.92 63 6:98 7.08 7.}4 &44 915 9.86 10.56 �� o � .72 1.44 2:17 2:89 3:61 4.33's 05 7� 6.50 7,22 7.96 A 67 9 39, 10.11 10:83 74 1.48 2.22 2.96 3.70 4.445.18 .92 6.67 7.41 8.15 &89 9.63 10.37 11.11 c 7 Table Y�giive�e the number of cublo yards in 4 1'RIAMLE 1 foot deep for a Riven 7 J j i y fI 3 width,anYeisht. CAUTION:Values obtwined from the above tables are for onlq the one INOLE of the eraaeiestion under eonsidersUoa. "may„ �.�L L j rreotions for y�the of feet in width and height may be made by ooadd�inq the nen rs on the table from 1 to 9 as tenths and taking tate tenth the va►uee[Quad y,0 1' is the tables. For example,to the number of cubic***, hen Width••W 18.2 W and Height rH-3.6,opposite 16 in"Width"column and under 6 is the"Helcht" oolomn read 1.18. To correct for additfbna10.8loot�(lridth.opposite 2 in the" �wdth" f � �� t� _ column sad uadet in the"Height"column read 0.18 and correct to.018. To correct r� �j # for additional 0.8 tootinheight undq a to ,Height" column opposite 16 in ! r 3 / 0�4�0 Width"column reid 0.89 anud etirrect to.ON. Therefore,the tori cubic yards in the rven TRIANGLE for a depth of 1 foot-1.48+,018+:089-I.d87 or apDrosiu»taly 169 cu.yde.per 100 feet. 1f width exceeds 40 fest,sue one half real width and itiply result by 2. If both 0, width and height are larger thau.vahue given on tsble use oae half of each value L 1 and multiply raul4 by 4. y j 1 ei 7y� 3 ♦ 16 1 61 F J ,