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ACTION <br />ENGINEERING <br />CONSULTANTS <br />Classificat'i on <br />Fine-Sand-Silty <br />Coarse-Sand-Si I ty <br />12t3) <br />(714) <br />598-8579 <br />821-3150 <br />T/y'- lf t - 24 2/ <br />SOILS ENGINEERING AND GEOLOGY <br />t0621 Bloomfield Avsnue Suite 23 Lor Alamitos California 90720 <br />July 31 , l97B t^l.0. 1 63801 <br />J.A. Stewart <br />7150 Fenwick LaneSuite 200 <br />Westminster, CA 92683 <br />Subject:ction Report- Proposeding l9- 3030 South Susan <br />a , cA <br />Dear Sir: <br />Forwarded herewith is the Compaction Report on the above <br />referenced project. The reuslts of the compaction tests are <br />shown on Table I. The locations of the tests are shown on the <br />accompanyi ng pl of pI an <br />Laboratory Standard: (ASTM: D-l 557-70)4 inch dia. mold; 1/30 cu.ft.vol.;5 layers - 25 blows per layer; <br />10 lb. hammer dropped l8 inches <br />Supervi sedIndustrialStreet- San <br />Compa <br />Bui I dta An <br />Soi I <br />Type <br />0ptimum Max. Dry DensityMoisture % Lbs./Cu.Ft. <br />III I <br />I <br />0 <br />0 <br />0 <br />2 <br />.I.I3.0 <br />I 25.0 <br />The grading operation was conducted f rom Ju'ly 6, 1978 <br />through July .I4,.l978. Supervision was provided during this <br />period utilizing the reoort issued by Evans, Goffman & McCormick, <br />dated April 6, .l978, Job No. 7B-37.