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10 SB5 <br />LEAN CLAY WITH SAND, gray, very soft, saturated <br />(continued) <br />End of Boring 31.0 ft. <br />LABORATORY TESTS <br />MC <br />(%) <br />DD <br />(pcf) <br />LL <br />(%) <br />PL <br />(%) <br />PROJECT NAME: 2018 Street Improvements <br />LOG OF TEST BORING <br />PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-16 <br />PAGE 2 OF 2CLIENT/WSB #: 010111-000 <br />DEPTH <br />(ft) <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />56 <br />57 <br />USCS GEOLOGIC <br />ORIGIN <br />SAMPLE <br />No.TYPEWLN <br />WS <br />B <br /> <br />B <br />O <br />R <br />I <br />N <br />G <br /> <br />L <br />O <br />G <br /> <br />- <br /> <br />W <br />S <br />B <br />. <br />G <br />D <br />T <br /> <br />- <br /> <br />8 <br />/ <br />8 <br />/ <br />1 <br />7 <br /> <br />1 <br />4 <br />: <br />1 <br />4 <br /> <br />- <br /> <br />K <br />: <br />\ <br />0 <br />1 <br />0 <br />1 <br />1 <br />1 <br />- <br />0 <br />0 <br />0 <br />\ <br />G <br />E <br />O <br />T <br />E <br />C <br />H <br />- <br />C <br />M <br />T <br />\ <br />2 <br />0 <br />1 <br />8 <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />, <br /> <br />A <br />R <br />D <br />E <br />N <br /> <br />H <br />I <br />L <br />L <br />S <br /> <br />M <br />N <br />. <br />G <br />P <br />J <br />DESCRIPTION OF MATERIAL