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AMERICAN <br /> 1 ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AET JOB NO: 26-00538 LOG OF BORING NO. 8 (F• I of 1) <br /> PROJECT: 2013 Elk Rimer Street Improvements; Elk River MN <br /> DEPTH SURFACE ELEVATION: 898A GEOLOGY SAMPLE REC FIELD&LABORATORY TESTS <br /> IN <br /> N MC <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %420 <br /> 4"Bituminous pavement FILL AS <br /> 5"Apparent aggregate base <br /> I FILL,mostly silty s nd with gravel,brown <br /> 11 M SS 8 <br /> Slightly organic silty sand,black,moist, BURIED <br /> medium dense(SM-OL) TQp5Q1L <br /> 3 10 M SS 19 47 <br /> 4 SAND,fine to medium grained,brown,moist, COARSE <br /> medium.dense(SP) ALLUVIUM <br /> 5 12 M SS 14 <br /> 6— <br /> SAND,a little gravel,medium to fine grained, <br /> grayish brown,wet to T than watcrbearing, <br /> loose(SP) <br /> 7 g SS 18 <br /> & SAND WITH SILT,a little gravel,medium to <br /> fine grained,dark gay,waterbearing,loose <br /> 9 (SP-•SM) 7 W SS 18 <br /> 10 SAND,a little gravel,medium to fine gained, <br /> N gray,waterbearing,loose,(SP) <br /> 8 W 5S 15 <br /> j II <br /> F <br /> END OF BORING <br /> a <br /> a <br /> c7 <br /> a <br /> w <br /> nU <br /> a <br /> r <br /> a> <br /> w <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMEMI'S MOTE: REFER TO <br /> SAMPLED CASING CAVE-IN DRILLING WATER <br /> 0-101 3.25"HSA DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 11/16112 WD 7.0 SHEETS FOR AN <br /> 11/16/12 AD 5.0 Wane EXPLANATION OF <br /> COMP TERMINOLOGY ON <br /> COMPLETED. 11/1G112 <br /> THIS LOG <br /> DR: $R LG: DR Rig: 178 G <br /> 03/2011 01-DHR-060 <br />