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AMERICAN <br /> ! ENGINEERING SUBSURFACE BORING :LOG <br /> TESTING, INC. <br /> AET JOB NO: 26-00538 LOG OF BORING NO. 1 (p. 1 of 1) <br /> PROJECT: 2013 Elk River Street Improvements; Elk River MN <br /> DEPTH SURFACE ELEVATION: 891.9 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL o420 <br /> 2"Bituminous pavement FILL AS <br /> 4"Apparent aggregate base <br /> I FILL,a mixture of sand and silty sand,a little <br /> gravel,brown and grayish brown 17 M SS 13 <br /> FILL,a mixture of sand with silt and silty sand, <br /> a little gravel,brown and dark brown <br /> 3 10 M SS 14 <br /> a <br /> 4 M SS 18 <br /> 6 <br /> 7 11;D 4 M SS 18 is <br /> M <br /> CLAYEY SAND,grayish brown,soft, ALLUVIUM <br /> of silty sand(SQ <br /> $ SILTY SAND,fine grained,grayish brown, COARSE <br /> moist,medium dense(SM) ALLUVIUM <br /> g 11 M SS 18 <br /> I4 <br /> SAND,a little gravel,fine to medium grained, 10 M SS 12 <br /> RE I I brown,moist,loose(SP) <br /> M <br /> END OF BORING <br /> LUU <br /> W <br /> Q <br /> 0. <br /> pU'• <br /> `2 <br /> LU <br /> Of <br /> K <br /> SLY <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> SAMPLED CASING CAVE-IN DRILLING WATER <br /> 0-10' 3.25"HSA DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHEI] <br /> 11/16112 WD None SHEETS FOR AN <br /> ti 11/16/12 AD 5.0 None EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 11116/12 THIS LOG <br /> DR. BR LO: DR Rig: 178 GRIP <br /> D 1-DHIt-060 <br /> 0312011 <br />