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w r��src,rerr4,, <br />Converse l <br />Geolechrslt:al EoglAaering, EnWronmOntal & Groundwater Scienem, lns} Rion 8,'rOOM9 SOMCOS <br />46 2016 <br />Yeas <br />November 2, 2016 <br />Mr. George Hawes, PE <br />P.t7. Box 5269 <br />Crestline, CA 92325 <br />Subject LABORATORY TEST RESULTS <br />Washington <br />Converse Project No. 16.81-119-26 <br />Dear Mr. Hawes: <br />Enclosed are the results of the laboratory tests that you requested for the above -referenced <br />project. We received the samples from you on October 12, 2016. The following tests were <br />performed in accordance with the relevant standard. <br />• Two (2) Maximum Dry Density and optimum Moisture Content (ASTM D1557) <br />• Two (2) Direct Shear Test (ASTM D3080) <br />• one (1) Expansion index Tests (ASTM D4829) <br />• One (1 ) Consolidation Test (ASTM D2435) <br />We appreciate the opportunity to be of continued service to George E. Hawes, Professional <br />Engineer. If you should have any questions or need additional information, please feel free to <br />contact us at (909) 796-0544. <br />CONVERSE CONSULTANTS <br />Jordan Roper, PE <br />Project Engineer <br />KVGIJR <br />End: Table No. 1, Maximum dry density and Optimum Moisture Content Results <br />Table No, 2, direct Shear Test Results <br />Table No. 3, Expansion Index Test Results <br />Drawing No. 1, Moisture -Density Relationship Result <br />Drawing No. 2 - 3, direct Shear Test Result <br />Drawing No. 4, Consolidation Test Results <br />