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) - continued <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-2-20 80.0 - 81.5 33.7 <br />SS-3-1 2.5 - 4.0 36.4 <br />SS-3-2 5.0 - 6.5 37.6 49 25 24 CL <br />SS-3-3 7.5 - 9.0 40.7 <br />SS-3-4 10.0 - 11.5 33.0 <br />SS-3-5 12.5 - 14.0 30.4 <br />SS-3-6 15.0 - 16.5 29.5 <br />SS-3-7 17.5 - 19.0 28.8 <br />SS-3-8 20.0 - 21.5 36.6 <br />SS-3-9 25.0 - 26.5 43.3 <br />SS-3-10 30.0 - 31.5 45.8 <br />SS-4-1 2.5 - 4.0 34.3 <br />SS-4-2 5.0 - 6.5 26.6 <br />SS-4-3 7.5 - 9.0 39.8 <br />SH-4-4 10.0 - 12.0 37.9 <br />SS-4-5 12.0 - 13.5 48.6 <br />SS-4-6 15.0 - 16.5 35.1 <br />SS-4-7 17.5 - 19.0 40.6 <br />SS-4-8 20.0 - 21.5 50.1 <br />SS-4-9 25.0 - 26.5 51.7 <br />SS-4-10 30.0 - 31.5 50.5 <br />SS-4-11 35.0 - 36.5 38.9 52.2 <br />SS-4-12 40.0 - 41.5 58.2 <br />SS-4-13 45.0 - 46.5 45.1 <br />SS-4-14 50.0 - 51.5 42.5