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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AET JOB NO: 26-40538 LOG OF BORING NO- 4 (P• 1 of I) <br /> PROJECT: 2013 Elk River Street Improvements;Elk River,MN <br /> DEPTH B SURFACE ELEVATION: 886.1 GEOLOGY MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION <br /> WC DEN LL PL 442 <br /> 4"Bituminous pavement FILL AS <br /> FILL,mostly silty sand,a little gravel,brown <br /> I 8 M SS 14 12 <br /> 2 FILL.,a mixture of silty sand and clayey sand,a <br /> little gravel,brown and dark brown <br /> 3 4 M SS 16 24 <br /> a FILL,mostly silty sand,a little gravel,brown,a <br /> little dark brown <br /> 5 6 M SS 18 <br /> 6 <br /> 7 6 M SS 16 <br /> 8 SAND,a little gravel,medium to fine grained, COARSE <br /> brown,moist,loose(SP) _ ALLUVIUM <br /> g 7 M SS 18 <br /> = 6 M SS 12 <br /> �_ II <br /> 0 <br /> 0 END OF BORING <br /> v <br /> 'a <br /> ra <br /> a <br /> w <br /> w <br /> rn <br /> w <br /> x <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> r rr DATE TIME SFP,L�IETJ DEPTH CAVE-IN D H FLUID LEVEL LEVEL THE ATTACHED <br /> ty <br /> 0-14 3.25 HSA <br /> 11/16/12 WD None SHEETS FOR AN <br /> 11/16112 AD 5.0 None EXPLANATION OF <br /> TERMINOLOGY ON <br /> p COMPLETED: 1111611.2 TMS LOG <br /> DR: BR LG: DR Rig: 178 G <br /> 01-nHR-06o <br /> 0312411 <br />