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I <br /> I <br /> LIQUID AND PLASTIC LIMITS TEST REPORT <br /> I <br /> 60 ,, <br /> Dashed line indicates the approximate <br /> upper limit boundary for natural soils <br /> 50— Q - <br /> ��� I <br /> G <br /> 1 40 - <br /> x <br /> 0 <br /> z <br /> U 30— <br /> H <br /> / <br /> J <br /> d OY 1 <br /> 20— 0 <br /> G>• <br /> I <br /> 10— <br /> /Vii// <br /> / / / <br /> L or OL MH or OH <br /> 0 <br /> 0 10 20 30 40 50 60 70 80 90 100 110 I <br /> LIQUID LIMIT <br /> MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS <br /> • Olive-brown clay with silt 76 29 47 98.82 N/A CL <br /> I1 <br /> Project No. 09218011 Client: Cityof Everett Remarks: I <br /> •Sample ID:64476-D. <br /> I Project: Everett Water Main <br /> Sample Date:9/18/18. <br /> (•Location: B-9 Depth:5' Sample Number:64476-D <br /> I <br /> I <br /> Tested By: Cole Demas Checked By: Corbett Mercer <br /> Watermain Replacement"U" APPENDIX A-SOIL BORINGS October 1,2019 I <br /> WO No. UP3698 SP-232 <br />