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BOOK 607
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1/26/2016 5:48:19 PM
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Table X.-Calculation of Earthwork. s'n. • <br /> Fa <br /> tb b HEIGHT r 3, 3 =, <br /> int <br /> '• Q <br /> 3 <br /> 1 8 E 4 5 6 7 8 9 10 11 is 18 14 lb ti =_ 7 <br /> of 02 .04 .06 .07 .09 .Il' .13 .15 .17 .18 .20 .22 .24 .48 .28 <br /> tC .04 .07 .11 .15 .18 .22 .26 .30 .33 .37 .41 µ .48 .52" 56 7 3 t <br /> :06 .11 .17 .22 .28 .33 .39 .44 .50 .56 .61 .67 .72 .78 83 <br /> tic .07 .15 .22 .30 .37 " .44 :j .59 .67 .74 .81 .89 .96 1.04 1.11 f 2 79 <br /> 09 .19 .28 .37 .46 .56 .74 .83 .93 1.02 1.11 1.20 1.30 1.39wl <br /> b &4 <br /> ab 6 .11 .22 .33 .44 : .67 .78 .82 1.00 1.11 1.22 L 33 1.44 1.55 1.67 <br /> ad b 13 .28 .� .52 �6 :?8 .91 1.04 1.18 1.30 1.42 1.55 1.88 1.81 1.94 <br /> he 15 .30 ." .59 .71 88 1.01 1.18 1.33 1.0 1.63 1.78 1.92 2.08 2.22 y S� <br /> rat .17 .33 .50 .67 .83 1:00 1.17 1.x} 1.58 1.67 1.83 2.00 2.17 2.33 2.50 <br /> 1 .18 .37 .56 .74 :93 1.11 1.30 1.. L 1.85 1_.04 2.22 2.41 2.59 2.78 L L Z <br /> an 20 .41 .61 .82 1.02 1.22 1.43 1.63 1.88 204 34 2 2.65 2.85 3.06 <br /> thi 1 .22 .44 .67 .89 1.11 1.38 1.56 1.78 E.OB 2.22 �4 t 6T 2.89 3.11 3.33 J 1 <br /> t 114 .24 .48 .72 .96 1.20 1.44 1.68 1.92 2.16 2.41 1:19 2. 313 "3.37 3.61 7'd <br /> It lb •26 .52 .78 1.04 I. 1.55 1.81 2.08 2.33 2.59 2.85 3 1 3.37 3.66 3.89 <br /> is I n .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 <br /> H 16 .30 .69 .89 1.18 1.48 1.78 2.07 2.37 2.67 2.96 3.26 3.56 3.85 4.15 4.44 y `' r <br /> fin .31 ..63 .94 1.26 1.57 1.89 2.20 2:1 283 3.15 3.46 3.78 4.09 4.41 4.72 7 L 7 <br /> al 1 .33 .67 1.00 1.33 1.67 2.00 2.33 2.6677 3.00 3.33 3.67 4.00 4.33 4.67 5.00 <br /> 35 .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 5.28 j 'f <br /> fol .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 r �` <br /> d i 39 .78 1.17 1.55 1.94 2.33 2.72 3.11 3.50 3.89.1.28 L 67 5.06 5.44 583 3. <br /> t '� <br /> w 41 .81 1.22 1.63 2.04 2.44 2.85 3.26 3.67 4.01 4.48 4.89 5.30 5.70 8.11 <br /> ey .43 .85 1.28 1.70 2.13 2.56 2.98 3.41 3.83 4.26 4.68 5.11 5.54 5.96 6.39 y a o d <br /> dIs 44 .89 1.33 1.78 2.22 2.67 3.11 3.56 4.00 4.44 4.89 5.33 5.78 6.22 6.67 i/,• <br /> •46 .92 1.39 1.85 2.31 2.78 3.24 3.70 4.17 4.63 5.09 5.56 5.02 6.48 6.94 <br /> an <br /> ve 36 .48 .96 1.44 1.92 2.41 2.89 3.37 3.86 4.33 4.82 5.30 5.78 6.25 6.74 7.24 <br /> an .50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 <br /> .52 1.04 1.56 2.07 2.59 3.11 3.63 4.15 4.67 5. 8 5.70 6.24 6.74 7.28 7.78 3. 6' a <br /> .54 1.07 1.61 2.15 2.68 3.22 3.76 4.30 4.83 5.3? 5.91 6.44 6.98 7.52 8.06 <br /> .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 y a 3 <br /> 1 .57 1.iS 1.72 2.30 2.87 3.44 4.08 4.59 5.17 5.74 4.32 6.89 7.46 8.04 8.61" 3 y f' <br /> .59 11.18 1.78 2.37 2.96 3.56 4.15 {4 74 5.33 5.92 6.52 7.311 7.70 8.30 8.89 <br /> .6s 1.218 AM 2.55223.11553.67764.05.00445.676. 8.937.568.8 8.81 9:" <br /> .65 1.80 1.94 2.59 3.24 3.89 4.53 5.18 5.83 6:317.13 7.78 8.42 9.06 9.72 <br /> 6 .67 1.33 2.00 2.67 3.33 4.00 4.66 5.33 B.pppp 687 7.93 8.00 8.67, 9.33 10.00 d 2 <br /> .68 1.37 2.06 2.74 3.42 4.11 4.79 5.48 17 8.85 7.54 8 8.91 9.59 10.28 <br /> .70 141 2.11 2.82 3.52 4.22 4.92 5.63 6.83 7.03 7.74 8.P"9.15 9.85 10.56 y L <br /> .72 1.N 2.17 2.80 311 4.33 5.05 5.78 6.50 7.22 7.95 8.87 9.39 10.11 10.83 ��• <br /> .74 1.48 2.22 2.96 3.70 4.44 5.18 5.92 6.67 7.41 8.15 8.89 9.63 10.37 11.11 3 yjj 1- <br /> Table Y vas the number of cubic yards in a TRIANGLE 1 foot deep for&given r1 O <br /> width and t. CAUTION: Values obtained from the above tables are for only <br /> the one TRISNGLE of the erososeotion under consideration. <br /> Corrections for tenths of feet in width and}eight may be made byconsidering the a � <br /> numbers on the table from 1 to 9 se tenths and taking we Leath the values found <br /> in the tight. For. plto find eche Widths of cubic yards when Width"W X18.2 <br /> and Height-H X6.83,,opposite 16 is"Width"eolaeenof and:n$dee 6 is the"Heiatt" <br /> column read,1.18. To oorred for additional 0.2 W widtt.oppedte 2 in the"Width" <br /> column and under Bin the"Height"column read 0.18 and convok io.018. To correct ,. <br /> for additional 0.8 foot In height,under 8 in"height"column tad opposite 16 in <br /> "Width"column read 0.89 and correct to.089. Therefore,th a t'D epbie yards in the <br /> e given TRIANGLE for a depth of 1 foot-1.48-}Mg+.M-1. or approzimately , x <br /> 91 <br /> I159 cu.yds.per 100 feet. <br /> If width exceeds 40 feet,use one half real width and multiply result by 2. If both <br /> 0 width and height are largei than values given on table use one half of each value <br /> 0 and multiply result by 4. <br /> 16 <br /> c <br /> h <br /> r <br /> i+ a <br />
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