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M98168GE • . <br />California Bearing Ratio Tests <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 were not <br />available at the time of this report and will be presented when <br />available. <br />Moisture Content-Dry Density Relationship Tests <br />Moisture content-dry density relationship tests were conducted on <br />select soils subgrade samples obtained during our field study. The <br />moisture-density relationship teats were conducted in accordance <br />with ASTM Test Method D698. The results of the moisture-density <br />relationship teats were not available at the time of this report <br />and will be presented when available. <br />Chemical Teats <br />Chemical tests Eor water soluble sulfates, pH, and total <br />dissolved salts were performed on select samples obtained during <br />the field study. The results of the chemical tests are tabulated <br />below. <br />Teat Boring 1' <br />Depth 1 Co 4 feet <br />pH <br />6.1 <br />Water Soluble Sulfates 104 ppm <br />Total Dissolved Salts 11 meq/L <br />B3 <br />Lambert ana ~,ooociate,~ <br />GOM[Y~T,MO OLOi[T:MMifJI [MOM[/R[ ~k0 <br />Y~Tl~l~l TESTIMO <br />