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AMIR AZNAVIAN <br />HGEI Project No. 19-03-3801 <br />April 16, 2019 <br />Page 3 <br />* Acceptable relative compaction (non-structural) <br />1590 N. Brian Street, Orange, CA 92867-3406 FAX (714) 637-3096 PHONE (714) 637-3093 <br />Please visit our websile al www,haffinotong@tednical.@m <br />Sample ID Classification Maximum Dry <br />DensiW (pco <br />Optimum Moisture (o/o) <br />1 Brown silty clay 114.0 16.0 <br />Depth (ft)Field <br />Moisture <br />(o/o) <br />Dry <br />Density <br />(pcf)Test Fiil <br />Date Test <br />No.Test <br />TYpe <br />Location Sample <br />Id <br />Relative <br />Compaction <br />(o/o) <br />314119 1 NG See Plate A 1 25 99 0 2 87* <br />3l29l19 2 <br />NG See Plate A 1 18 105 0 2 92* <br />414119 3 <br />NG See Plate A 1 19 98 0 4 g6* <br />1 19 99 0 6 87x4141194 <br />NG See Plate A <br />Table l-Compaction Test Results (ASTM D1557) <br />Table 2 -Field Density Tests (ASTM Test Method D6938)