Laserfiche WebLink
nay-19-957"wEV, 192�00g'Atm 0in4RIV tic. n co. 209 • seas P.9 ` <br /> x'.1/3 <br /> { <br /> American Soil Vesting, Inc. <br /> Solt,Foundadon and EnytronmentatEngfneers <br /> 4525 Ch6ffYAvtnue,8#?)JOW CAQSII9 • (408)67H400 • Fax(408)7t3-9345 <br /> He No, 93-342-T <br /> Date:May 14, 1993 <br /> a&C Construction Co. <br /> l 8837 N. Pershing Sults A-3 <br /> � f <br /> Stockton,CA seat <br /> Attentlon: Mr. dell Bchthold <br /> 1 <br /> L <br /> SAW Beacon Station P 494 <br /> 2185 East Fremont St. <br /> Stockton CA <br /> COMPACTION TEST RESULT <br /> l <br /> Gentlemen: � <br /> Per your request, our Am has performed field danshy testing service for the above mentioned <br /> e on 8xdsh�l grade ca <br /> The results of our tests winch we were perlbrrn d a voting the last 8 inches <br /> from the tap of the bac4lied area is shown in Table I. <br /> We performed Three field density teats on the subgrarde in accordance with ASTM Test <br /> prooedure D2022-81 (Nuclear Method)at random locntions for the backtitl matarlal. <br /> To obtain the optimum moisture and maximum dry densitles forth*subnrade material,we <br /> perfprrned OMe labotatoiy compaction test in accordance with ASTM 01357-7e procedure <br /> (Modified Proctor Compaction t4O . <br /> r <br />