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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LUG <br /> TESTING, INC. r <br /> AET JOB NO: 26-00538 LOG OF BORING NO. 9 (P• I of 1) <br /> PROJECT: 2013 Elk River Street Improvements; Elk River,MN <br /> DEPTH SURFACE ELEVATION: 883.1 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> IN TYPE IN. <br /> FEET MATERIAL DESCRIPTION WC DEN LL PL "2 <br /> 4"Bituminous pavement FILL AS <br /> 2.5"Apparent aggregate rase <br /> I FILL,mostly silty sand,brown and dark brown <br /> IQ M SS 14 <br /> 2 FILL,mostly silty sand,brown <br /> 3 8 M SS 12 <br /> 4— <br /> SAND,a little gravel,medium to fine grained, ` ;COARSE <br /> brown,moist,loose(SP)(possible fill) ALLUVIUM <br /> QR FILL <br /> 5 8 M Ss 17 <br /> 6 SAND WITH GRAVEL,medium to fine COARSE <br /> grained,brown,moist,medium dense(SP) `'' ALLUVIUM <br /> 15 M SS 17 <br /> S <br /> g 14 M Ss 13 <br /> 1 0— SAND,a little gravel,medium to fine grained, <br /> N light brown,moist,medium dense(SP) _ <br /> 22 M SS 12 <br /> �_ 1T <br /> END OF BORING <br /> Uj <br /> yJ <br /> 3 <br /> F <br /> U <br /> C7 <br /> a <br /> tu <br /> W <br /> cc <br /> r <br /> m - <br /> °c <br /> rx DEPTH: DRIILLING METHOD WATER LEVEL MEASUkEMENTS NOTE: REFER TO <br /> J <br /> SAMPLED CASING CAVE-IN DRILLING WATER <br /> DATE TIME THE ATTACHED <br /> S Q-1©" 3.25"' USA DEPTH DEPTH FLUID LEVEL LEVEL <br /> 11/16/12 WD None SHEETS FOR AN <br /> 11116/12 AD 4.4 None EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 11/16/12 THIS LOG <br /> wi DR. BR LG: DR Rig: 178 G 0I-DHR-060 <br /> 0312011 <br />