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Advanced Nobile Phone Service <br />August 10, 1983 <br />E-20'JH-1 <br />TAM -it A <br />►I19D DENSITY TEST RESULTS <br />Depth Below <br />Moisture <br />Dry <br />Relative <br />Final Grade Soil <br />Content <br />Density <br />Compaction <br />Test <br />(feet) Type <br />(percent) <br />(Pcf) <br />(percent) <br />No. <br />Location _ <br />1 <br />4'E, 1.5' N of 2.0 A <br />11.6 <br />109.8 <br />97 <br />NW mat corner <br />2 <br />6'N, 1.5'E of 3.5 A <br />9.9 <br />100.1 <br />88 <br />SW mat corner <br />3 <br />21N, 2'W of 1.5 A <br />10.A <br />103.3 <br />91 <br />NS mat corner <br />4 <br />1.51S, 1.5'W of 0.1 A <br />15.5 <br />102.2 <br />90 <br />SE mat corner <br />5 <br />HE corner building Slab Grade 3 <br />4.2 <br />118.5 <br />100 <br />slab area <br />6 <br />SW corner building Slab Grade a <br />5.5 <br />118.5 <br />100 <br />slab area <br />TA13Lt B <br />LABORATOIa MAXIMUM DENSITY OPTIMUM MOIS'ITJRE <br />optimum <br />Moisture <br />Laboratory <br />Maximum <br />Content <br />Dry <br />Density <br />Soil <br />TXPy Deacription <br />(percent) <br />(Pcf) <br />A fine SAND with alit <br />15.0 <br />113.5 <br />B washed SAND <br />12.0 <br />117.5 <br />Earth Consultants, Inc. <br />