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8 <br />3 1/4" HSA 0' - 9.5' <br />SM <br />Pavement Section <br />Fill <br />Glacial Till <br />1 <br />2 <br />3 <br />4 <br />5 <br />HSA <br />SB <br />SB <br />SB <br />SB <br />12 <br />20 <br />26 <br />30 <br />BITUMINOUS 3" <br />AGGREGATE BASE 4 1/2" <br />FILL, mostly Sandy Lean Clay, brown, moist <br />SILTY SAND, brown, medium dense to dense, moist <br />End of Boring 11.5 ft. <br />TIME CASING <br />DEPTH <br />CAVE-IN <br />DEPTH <br />WATER <br />DEPTH <br />WATER <br />ELEVATION <br />WATER LEVEL MEASUREMENTS <br />SAMPLED <br />DEPTHDATE METHOD <br />START: 7/27/2017 END: 7/27/2017 <br />Logged By: <br />MWOJ. Tatro <br />Notes: <br />Crew Chief: <br />LABORATORY TESTS <br />MC <br />(%) <br />DD <br />(pcf) <br />LL <br />(%) <br />PL <br />(%) <br />9.511.511:50 am7/27/2017 None <br />PROJECT NAME: 2018 Street Improvements <br />LOG OF TEST BORING <br />PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-5 <br />PAGE 1 OF 1CLIENT/WSB #: 010111-000 <br />DEPTH <br />(ft) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <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 />3 <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