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M92026GE <br />• <br />APPENDIX B <br />The laboratory study consisted of performing: <br />Sieve analysis tests, <br />Atterberg limits tests, <br />California Bearing Ratio Tests (CSR) and <br />Moisture-Density Relationship tests. <br />TESTING <br />Sieve Analysis Tests <br />Sieve analysis tests were conducted on selected samples of <br />materials obtained from the test holes. The sieve analysis tests <br />were conducted in general accordance with ASTM Test Method C136. <br />The results of the sieve analysis tests are presented on Figures B1 <br />through B10. <br />Atterberg Limits Tests <br />• Atterberg limits tests were conducted on samples obtained <br />during our field study. The Atterberg limits tests were conducted <br />in general accordance with ASTM Test Method D4318. The results of <br />the Atterberg limits tests are presented on Figures B1 through B10. <br />California Bearing Ratio Tests <br />• <br />California bearing ratio tests were conducted on select soil <br />samples obtained during our field study. The California bearing <br />ratio tests were conducted in accordance with ASTM Test Method <br />D1883. The results of the California bearing ratio tests are <br />presented on Figure B11 and B12. <br />B1 <br />Lambert ana ~,s,s~ociateo <br />COrvSULnNG GEOTEGNrviGAI ENGINEERS ANO <br />wATERUIL TESbNG <br />