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209 47t 50;8 P.Op.1/3 ` <br /> American Soil Testing, Inc, <br /> Soil,Foundadon and Environmental Engineers <br /> acs Cherry Avenue,Baa Jose,CA25119 I t+DS)M4MO • Fax(400)M-043 <br /> Pike No 93-342-T <br /> Date'N&y 141, 1993 <br /> B&C Construction Co. <br /> 6637 N. Pershing Sults A-3 <br /> I <br /> Stockton,CA 95207 <br /> Attarntlon: Mr. Bill 89chthold <br /> I <br /> SAW Beacon Statlori 0 494 <br /> 2185 East Fremont St <br /> Stockton CA <br /> COMPACTION TEST RESULT I <br /> asrtttemerl; <br /> per your request, our Am has performed field danalty teetuns aorvlec for the above mcntio nod <br /> project. <br /> The resultg of our tests which we wort performed on the flrilshed grade covcrins the Lut 9 Inches <br /> from the top of the bwMllad area is shown in Table L <br /> We performed Thres (3) field density tests an the subgrade in accordance with ASTM Test <br /> prooedure D2022-81 (Nuclear Method)at random locelions for the backfill material. <br /> To obtain the op9murrl maiature and maiximum dry densities for the subgrade material,we <br /> performed one laboratory compaction teat In accordance with AM D1667.78 procedure <br /> (Modified Proctor Compeodon tee . <br /> 1 <br />