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ATTERBERG <br />LIMITS (%) <br />Z <br />x <br />F <br />> <br />z <br />o <br />O <br />= <br />a <br />w <br />o <br />o <br />C) <br />F- <br />J <br />z <br />a <br />w <br />O <br />it z <br />�w <br />c� z <br />zw <br />c� <br />� <br />w <br />> <br />o <br />w <br />O L <br />cn� <br />� <br />o5V5 <br />ao <br />wwo <br />�g <br />o - <br />m'o <br />2 L) <br />O L) <br />U) <br />LL <br />PL <br />PI <br />o <br />0 <br />0 <br />¢ O <br />SAMPLE DESCRIPTION <br />B-1,S-4 <br />10.0 <br />10.5 <br />9.7 <br />0.9 <br />SM <br />Dark gray, silty SAND with gravel <br />B-2,S-4 <br />10.0 <br />10.5 <br />13.3 <br />1.2 <br />SM <br />Light gray, silty SAND <br />B-2,S-5 <br />15.0 <br />15.5 <br />14.1 <br />1.5 <br />SM <br />Dark gray, silty SAND with trace organics <br />B-2,S-6 <br />20.0 <br />20.5 <br />12.1 <br />3.1 <br />SP-SM <br />Olive -brown, poorly graded SAND with silt <br />B-3,S-5 <br />15.0 <br />15.5 <br />13.2 <br />1.4 <br />SM <br />Dark gray, silty SAND <br />Notes: <br />1. This table summarizes information presented elsewhere in the report and should be used in conjunction with the report test, other graphs and tables, and the exploration logs. <br />2. The soil classifications in this table are based on ASTM D2487 and D2488 as applicable. <br />=I I <br />HWAGEOSCIENCESINC <br />Laboratory Testing for Zipper Geo <br />Everett Warehouse <br />Client Project No.: 2152.01 <br />SUMMARY OF <br />MATERIAL PROPERTIES <br />PAGE: 1 of 1 <br />PROJECT NO.: 2012-102 T1700 FIGURE: 1 <br />INDEX MATSUM 2 2012-102 T1700.GN 02/28/19 <br />