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AMERICAN <br /> L ENGINEERING SUBSURFACE ]BORING LOG <br /> TESTING, INC. <br /> AET JOB NO: 26-00538 LOG OF BORING NO. 14 (p. 1 of 1) <br /> PROJECT: 2013 Elk River Street Improvements;Elk River MN <br /> DEPTH SURFACE ELEVATION: 895.6 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION TYPE - WC DEN LL P1 V o-92Q <br /> 6"Bituminous pavement FILL AS <br /> 7"Concrete rubble <br /> i <br /> FILL,mostly silty sand,a little ravel,dark 16 M SS 14 <br /> brown to brown <br /> 2 <br /> 3 26 M SS 16 <br /> 4 FILL,mostly gravelly sand with silt,brown <br /> 10 M SS 12 <br /> 5 <br /> SAND,a little gravel,medium to fine grained, COARSE <br /> brown,moist,loose(SP) :' ALLUVIUM <br /> 8 M SS 16 <br /> 8 <br /> g 6 M SS 15 <br /> 1Q <br /> 6 M SS 12 <br /> `� II[V <br /> END OF BORING <br /> W <br /> U <br /> 0. <br /> U'- <br /> 0. <br /> W <br /> tU <br /> w <br /> n <br /> N <br /> W <br /> DEPTH.- DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> Ni <br /> w SAMPLED CASING CAVE-IN DRILLING WATER <br /> M r sr DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> ti 0.10 3.25 HSA <br /> 11/16/12 WD None SHEETS FOR AN <br /> 11116112 AD 4.0 None EXPLANATION OF <br /> n. BORING TERMINOLOGY ON <br /> CMLEED: 1 /16/12 <br /> 0 THIS LOG <br /> DR: BR LG: DR Rig: 178 G <br /> a l-DHR-osa <br /> 0312011 <br />