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STADIA <br />DI 3 <br />w h e 1 <br />a a r 1 <br />et <br />disco <br />aert <br />angle. <br />1 '02 <br />3 .06 <br />5 .07 <br />.09 <br />13 <br />10 17 <br />.18 <br />13 .22 <br />15 '24 <br />28 <br />17 .30 <br />19 .33 <br />20 :37 ' <br />21 .7 <br />23 .41 .8 <br />2b.43 .& <br />44 ,8l <br />46 .92 <br />28 :52 1:004 <br />30 :56 1.07 <br />1.11 <br />33 459 1.18 <br />34 61 1.22 <br />35 .63 1.26 <br />65 1.30 1 <br />36 <br />37 .68 1.37 2 <br />38 '70 1.41 2 <br />-72 40 .74 l ea4 2. <br />Table X,_Calculation of <br />Earthwork, <br />HEIGHI` <br />4 13 14 li <br />2 .24 .26 <br />48 .52 <br />72 78 <br />.96 1,0 <br />1,20 1.30 ],( <br />].44 1.55 ]_l <br />1.68 1.81 1.S <br />1.92 2.08 2.7 <br />2.17 2.5 <br />2.41 2.59 2.7 <br />2.65 2.85 3.0 <br />2.89 3,11 <br />3.37 3,3 <br />3,13 3.6 <br />3.37 3,63 3.8! <br />3.61 3,89 4.1: <br />I.85 4.15 4.44 <br />4:67 4.72 <br />4.9E 5'00 <br />81 5:18 5'28 <br />5.56 <br />Ofi 5.44 S. e.65.; <br />54 70 6,11 <br />5. ' <br />96 6.39 <br />.22 6,67 <br />6 <br />6.94 <br />6 6.74 7.24 <br />0 7,00 7.50 <br />4 7.26 7.78 <br />7,52 8.06 <br />7.78 8.33 <br />6.04 8.61 <br />8.30 8.89 <br />8.55 9.17 <br />8.81 9,94 <br />9.06 9.72 <br />9,33 <br />10.00 <br />9.59 3028 <br />j 10.56 <br />10.31 10.83 <br />1.11 <br />e One e�ghtEhe number of cubic yard¢ in <br />the TRIANGLE o TIU �; Values obtained fmmA he gE I foot deep for a <br />a TRI <br />Correction (or tenths oftfeet roesbection under cons�deratione tables are Bovey <br />uubete on the table from 1 1n width and he' h for only <br />the tables. For a...__In to 9 as te°th. � t may be made t._ <br />u' yde. Per 100 feet. depth o[ I foot. x Therefore, the tote.l cubicPniEe 16 u <br />If width exceeds 40 1.48},018},089 _],587 ora Yards in thi <br />width and height are feet, use one half real width an Pprox�m®Eels <br />and multiPlY result by 4e ee given Pone exult b <br />g than valu d multi <br />on table us¢ half of each va2 If lue <br />