Foundation Engineering, Inc. <br />The Mark at Eugene <br />Project No.: 2251077 <br /> <br /> <br />Table 1C. Moisture Contents (ASTM D2216), Percent Fines (ASTM D1140), and <br />Atterberg Limits (ASTM D4318) <br />Sample <br />Number <br />Sample <br />Depth <br />(ft) <br />Moisture <br />Content <br />(%) <br />Fines <br />(%) <br />Atterberg Limits USCS <br />Classification LL PL PI <br />SS-1-1 2.5 - 4.0 27.8 <br />SS-1-3 7.0 - 8.5 43.8 <br />SS-1-4 10.0 - 11.5 41.9 48 31 17 ML <br />SS-1-5 12.5 - 14.0 30.7 <br />SS-1-6 15.0 - 16.5 32.6 <br />SS-1-7 20.0 - 21.5 25.2 <br />SS-1-8 25.0 - 26.5 28.5 <br />SS-2-1 2.5 - 4.0 30.0 <br />SS-2-2 5.0 - 6.5 34.4 67.9 <br />SH-2-3 8.0 - 10.0 36.9 <br />SS-2-4 10.0 - 11.5 34.1 <br />SS-2-5 12.5 - 14.0 63.2 <br />SS-2-6 15.0 - 16.5 28.8 <br />SS-2-7 17.5 - 19.0 38.9 <br />SS-2-8 20.0 - 21.5 54.8 65.8 <br />SS-2-9 25.0 - 26.5 40.0 <br />SS-2-10 30.0 - 31.5 36.0 58 25 33 CH <br />SS-2-11 35.0 - 36.5 22.3 <br />SS-2-12 40.0 - 41.5 30.1 <br />SS-2-13 45.0 - 46.5 29.4 <br />SS-2-14 50.0 - 51.5 32.0 <br />SS-2-15 55.0 - 56.5 31.3 <br />SS-2-16 60.0 - 61.5 40.8 <br />SS-2-17 65.0 - 66.5 29.6 <br />SS-2-18 70.0 - 71.5 28.5