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7RY-19-9241AY 20 193008;46AM 111 TRANARwINC:6n Cay, 209 47O 5048 p• 0P.1/3 <br /> Amerlean Soil Testing, Inc. <br /> Soil,Foundation and Environmerstal Engfneert j <br /> 4595 ChgrrykOnue,Sam Jose,CA95118 • (AOS)976-8400 ' Fax(408)723-8245 <br /> Fide No. 93-342-T <br /> Date:May 14, 1993 <br /> 19 i C Construotion CO. <br /> 6837 N. Pershing Suits A-3 <br /> I <br /> Stockton,CA 95247 <br /> Attention: Mr. Bill Sechthold i <br /> 1 <br /> i <br /> Subject: Beacon Station#494 <br /> 2185 East FrornontSt. <br /> Stockton CA <br /> COMPACTION TE8T RESULT <br /> l <br /> Gontlemen. <br /> i <br /> Per your request, our am has performed fiold density testing service for the above mentioned <br /> iprojeot. <br /> The results of our tests which we were performed on the nWshed grade covering the cast 8 inches <br /> from the top of the backfilled area is shown in Tabtc t, <br /> We porformed Three (3) field density tests en the subgrade in accordance Wth ASTM Test <br /> procedure D2022-81 (Nuclear Mosthod) at random locations for the backfill material. <br /> To obtain the optimum moisture and maximum dry densities for the subgrade material,we <br /> performed one laboratory compaction test In accordance with ASTM Di 557.78 procedure <br /> (Modified proctor Compaction test) . <br /> •1 <br />