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k'q <br /> File No. 20-1008-36 KLEINFELDER <br /> May 20, 1996 <br /> Page 1 of 9 <br /> TABLE V <br /> MOISTURE DENSITY ANALYSES <br /> ............................................................................................. . ... .. ,, . . .... . . ............................................... . .... . .......... . <br /> ..:::... _. . . . . . . .......... <br /> . . . :. . ... .. . . . <br /> AD : .. : :. . ...... <br /> . . . _ . . <br /> . . . . . <br /> . <br /> M. . U > <br /> ........: ... :.. .. .......' , <br /> : . . ............................ <br /> .. <br /> %m m. '' <br /> ::::>:: ..>::::::...... . : Marc a u e <br /> . :..:::. :.. <br /> : ?:i it:.'i; " ?::':2:' 'i?iii:iii is i is ::;..::::::i:: ......>3i....i::.....: i...::i:i:i:i.....i....:i«'< ;isiiaYi>i:..ri ii:e:::i::i sj.'2:::ii:;>:" ii;fi; :'i....i:::5i :i:i ...:.....:i ✓.:i is?:%ii:i <br /> rale at>Iescr lawn. nd>"ource<::'::>< <:<>::>..... ....1 >>:: a► l �re< o umber <br /> .._ ..... _ _ _ _._...................... .... _ __ ........._..... .. ......................... <br /> ty...... .................................................... ... ........ <br /> .... .. <br /> ...................................................... <br /> Brown gravelly silty sand, import 131.0 pcf 8.9% 1 <br /> Brown gravelly silty sand, import 134.0 pcf 8.3% 2 <br /> Brown gravelly silty sand, import 129.0 pcf 8.6% 3 <br /> Brown gravelly silty sand, import 135.9 pcf 6.8% 4 <br /> Brown gravelly silty sand, import 129.4 pcf 8.0% 7 <br /> Red/brown clayey sand with gravel, import 130.3 pcf 9.5% 8 <br /> Red/brown clayey sand with gravel, import 127.7 pcf 10.1% 10 <br /> Red/brown clayey sand with gravel, import 127.7 pcf 8.8% 11 <br /> Red/brown clayey sand with gravel, import 128.3 pcf 9.8% 13 <br /> Red/brown clayey sand with gravel, import 126.7 pcf 10.0% 17 <br /> Red/brown clayey sand with gravel, import 127.3 pcf 9.5% 19 <br /> Red/brown clayey sand with gravel, import 131.6 pcf 8.2% 20 <br /> ........................ ... <br /> r.................................................................................:.:.:::..::...::::::::::::::: :::::::::::::::::::::::::::. <br /> Brown gravelly silty sand, import 130.8 pcf 9.3% 5 <br /> Red/brown clayey sand with gravel, import 125.0 pcf 12.0% 14 <br /> .... .........:............................................................................. . . . :: : : : <br /> :..:.A...........:.:::.:::......:::::::...::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:::::::::::::::::::::::::::::..;::.:. <br /> Brown gravelly silty sand, import 133.9 pcf 8.2% 6 <br /> Red/brown clayey sand with gravel, import 125.9 pcf 10.0% 9 <br /> Red/brown clayey sand with gravel, import 128.5 pcf 8.6% 12 <br /> Red/brown clayey sand with gravel, import 123.6 pcf 11.2% 15 <br /> Red/brown clayey sand with gravel, import 122.7 pcf 9.8% 16 <br /> Red/brown clayey sand with gravel, import 128.9 pcf 8.9% 18 <br /> Accepted engineering and testing procedures were used for these teats. We do not undertake the guarantee of construction,nor do we relieve the contractor of his primary responsebilfty to produce <br /> a completed project conforming to the project plans and specifications. Copyright 1996 Meinfelder,Inc. <br />