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9.5" Bituminous pavement <br />FILL, mostly silty sand with gravel, dark brown <br />(A-1-b) <br />LEAN CLAY, slightly organic, firm, lenses and <br />laminations of sandy lean clay (CL) (A-6) <br />(possible fill) <br />LEAN CLAY WITH SAND, slightly organic, <br />trace roots, black, firm (CL) (A-7-6) <br />CLAYEY SAND, gray, a little dark gray, soft <br />(SC) (A-6) <br />LEAN CLAY, gray, a little brown, soft to firm, <br />laminations of sandy silt and sandy lean clay <br />(CL) (A-6) <br />SANDY LEAN CLAY, a little gravel, brown, <br />gray and light brown, firm, laminations of sandy <br />silt and silt (CL) (A-6) <br />SANDY LEAN CLAY, a little gravel, grayish <br />brown, firm (CL) (A-6) <br />END OF BORING <br />18 <br />5 <br />5 <br />2 <br />2 <br />6 <br />6 <br />FILL <br />TOPSOIL OR <br />FILL <br />TOPSOIL <br />MIXED <br />ALLUVIUM <br />FINE <br />ALLUVIUM <br />TILL <br />15 <br />30 <br />25 <br />32 <br />26 <br />25 <br />23 <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />2 <br />8 <br />14 <br />18 <br />18 <br />14 <br />18 <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SAMPLEDDEPTH0-14½' <br />91C <br />8.6 <br />11.7 <br />9.5 <br />14.5 <br />DRILLINGFLUID LEVEL <br />11.0 <br />16.0 <br />DEPTH:WATER LEVEL MEASUREMENTSDRILLING METHOD NOTE: REFER TO <br />THE ATTACHED <br />SHEETS FOR AN <br />EXPLANATION OF <br />TERMINOLOGY ON <br />THIS LOG <br />CASINGDEPTH WATERLEVEL <br />LG: <br />BORINGCOMPLETED: <br />SG <br />6/21/16 <br />CAVE-INDEPTH <br />Rig: <br />10:50 <br />11:09 <br />Surface Elevation <br />DR: <br />9.5 <br />14.4 <br />TIME <br />6/21/16 <br />6/21/16 <br />3.25" HSA DATE <br />CD <br />Log of Boring No. <br />DEN <br />AMERICAN <br />ENGINEERING <br />TESTING, INC. <br />MC <br />SUBSURFACE BORING LOG <br />GEOLOGYDEPTHINFEET WCN <br />AET No: <br />Project: <br />4 (p. 1 of 1) <br />%-#200LLMATERIAL DESCRIPTION <br />RECIN. <br />03/2011 01-DHR-060 <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 />SAMPLETYPE <br />FIELD & LABORATORY TESTS <br />20-14448 <br />Fox Street Improvements; Orono, MN <br />PL <br />AE <br />T <br />_ <br />C <br />O <br />R <br />P <br /> <br /> <br />2 <br />0 <br />- <br />1 <br />4 <br />4 <br />4 <br />8 <br />. <br />G <br />P <br />J <br /> <br /> <br />A <br />E <br />T <br />+ <br />C <br />P <br />T <br />+ <br />W <br />E <br />L <br />L <br />. <br />G <br />D <br />T <br /> <br /> <br />7 <br />/ <br />1 <br />9 <br />/ <br />1 <br />6