LIQUID AND PLASTIC LIMITS TEST REPORT <br />60 <br />50 <br />x 40 <br />w <br />0 <br />z <br />U 30 <br />Q <br />a 20 <br />10 <br />0 <br />0 <br />48.4 <br />48 <br />47.6 <br />47.2 <br />z <br />w 46.8 <br />z <br />O <br />O 46.4 <br />w <br />w <br />Q 46 <br />45.6 <br />45.2 <br />44.8 <br />44.4 <br />1 U 2U :SU 4U SU bu /U bu yU 1 UU 11 U <br />LIQUID LIMIT <br />7F <br />NUMBER OF BLOWS <br />MATERIAL DESCRIPTION LL PL PI <br />• Silty Sand with Gravel 46.4 29.2 17.2 <br />Project No. 18-4986 Client: WDC Properties <br />Project: 177 Day Island Road <br />Location: B-1 <br />Sample Number: S18-223 Depth: 35' <br />GEOPACIFIC ENGINEERING, INC. <br />%<#40 %<#200 USCS <br />47.7 19.6 SM <br />Remarks: <br />Figure <br />Tested By: SJC <br />