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Project: <br />Client: <br />Boring No. <br />Soil Type: <br />LL: PI: <br />21.4 <br />SET-R18a <br /> <br />Opt. Water Content (%): <br />Location: <br />As Received W.C. (%):25.7 PL: <br />Depth(ft): <br />100.2 <br />*Assumed <br />Job No. <br />Date:5/8/23 <br />14310 <br />Specific Gravity: <br />9530 James Ave South Bloomington, MN 55431 <br />Moisture Density Curve ASTM: D698, Method A <br />2815 Casco Point Road #23-0240 <br />Maximum Dry Density (pcf): <br />Haugo Geotechnical Services <br />Lean Clay with sand (CL) <br />Sample:4/12/2023 <br />93 <br />94 <br />95 <br />96 <br />97 <br />98 <br />99 <br />100 <br />101 <br />102 <br />103 <br />18 19 20 21 22 23 24 25 26 27 28Dry Density (PCF)Water Content (%) <br />Proctor Points <br />Zero Air Voids