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AMERICAN <br /> 1 ENGIN-ERING SUBSURFACE BORING ]LOG <br /> TESTING, INC. <br /> AET JOB NO: 26-00538 LOG OF BORING NO. 12 (p. T of 1) <br /> PROJECT: 2013 Elk River Street Improvements;Elk Riser N1N <br /> DEPTH SURFACE ELEVATION: 889.0 GEOLOGY N MC SAMPLE REG FIELD&LABORATORY TESTS <br /> FEE[ MATERIAL DESCRIPTION TYPE IN' WC DEN LL PL '-#20 <br /> 6"Bituminous pavement FILL AS <br /> 7"Concrete rubble <br /> 1 <br /> FILL,mostly silty sand,a tittle gravel and 8 M SS 14 <br /> clayey sand,brown <br /> 2 FILL,mostly sand with gravel,brown <br /> 3 14 M SS 12 <br /> GRAVELLY SAND,coarse to line grained, COARSE <br /> brown,moist,loose(SP)(possible fill) _ ALLUVIUM <br /> .:=-. <br /> OR FILL <br /> 5 10 M SS lei <br /> 6— <br /> SAND,fine grained,grayish brown,rnoist, _ C+DARSE <br /> medium dense(SP) ALLUVIUM <br /> 16 M SS 17 <br /> 8 SAND,a little gravel,medium to fine grained, <br /> brown,moist,medium dense(SP) <br /> g 16 M SS 17 <br /> 10— <br /> 13 M SS 12 <br /> �_ ll <br /> 1? <br /> END OF BORING <br /> U <br /> d <br /> L7 <br /> a. <br /> zi <br /> 6 <br /> W <br /> W <br /> 1- <br /> VI <br /> K <br /> W <br /> x <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> M SAMPLED CASING CAVE-1N DRILLING WATER <br /> DATE TIME THE ATTACHFEI] <br /> i; 4-10' 3.25" HSA DEPTH DEPTH DEPTH FLUID LEVEL. LEVEL <br /> 11/16112 WD None SHEETS FOR AN <br /> 11/16/12 AD 4.4 Nane EXPLANATION OF <br /> -B-6 RUN G TERMINOLOGY ON <br /> COMPLETED. 11/16/12 <br /> THIS LOG <br /> a DR: BR LG: DR Rig. 178 GR <br /> 0312011 O 1-I]HR-060 <br />