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• <br />GROUND ENGINEERINGCONSULTANTS,INC. <br />TABLE 1 <br />SUMMARY OF LABORATORYTEST RESULTS <br />Sam Ic Location Natural Natural Gradation Pcrcent Atterber Limits Unconfined Water <br /> Moisture Dry Passing Liquid Plasticity Compressive Soluble <br /> Depth Content Density Gravel Sand No. Z00 Limit Index Strength Sulfates <br />Holc lcer % % 90' Sieve % % % Sotl or Bedrock T e <br />K 9 8.7 114b 67 30 14 14000 Sand Cla <br /> <br />L 9 4.3 118.0 24 39 37 23 5 Cla a Sand <br /> t <br />M 4 8.8 1082 76 33 16 Sand Cla <br /> <br />M 1-9 ]4.8• 1118• 68 31 20 Sand Cla <br /> <br />M 24 12.6 1212 99 49 28 23500 Cla <br /> <br />P 3 12.1 118.6 98 47 29 Cla <br /> <br />P 5-15 15.4' 112.4' 94 37 22 Sli htl Sand CIa <br /> <br />P l9 14.0 1168 97 50 29 Cla tone <br /> <br />Q 9 24.0 95.8 50 30 l2 Sandstone <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />GECForm <br />'Indlratcs optimum moisture content and ma.nm um remolded dry densi(y. <br />