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4.5" Bituminous pavement <br />FILL, mostly silty sand, a little gravel and clayey <br />sand, brown (A-2-4) <br />SANDY LEAN CLAY, a little gravel, brown <br />and gray mottled, a little light gray, firm to stiff, <br />laminations of sandy silt (CL) (A-6) <br />END OF BORING <br />19 <br />5 <br />10 <br />FILL <br />TILL <br />19 <br />22 <br />M <br />M <br />M <br />10 <br />6 <br />12 <br />SS <br />SS <br />SS <br />SAMPLEDDEPTH0-4½' <br />91C <br />None4.5 <br />DRILLINGFLUID LEVEL <br />6.0 <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 />12:02 <br />Surface Elevation <br />DR: <br />4.6 <br />TIME <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 />6 (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 />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