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AMERICAN <br /> ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AET JOB NO- 26-00538 LOG OF BOMG NO. 11 (p. 1 of 1) <br /> PROJECT: 2013 Elk River Street Improvements;Elk River MN <br /> DEPTH SURFACE ELEVATION- 885A GEOLOGY N MC SAMPLE RLC <br /> FIELD 8c LABORATORY TESTS <br /> FEET MATERIAL.DESCRIPTION 1 YPE WC D1 N LL PL o-#20 <br /> 2.5"Bituminous pavement F1LL AS <br /> 6"Concrete rubble <br /> 1 FILL,mostly silty sand,a little gravel,brown <br /> 9 M SS IZ <br /> FILL,mostly silty sand,a little gravel,dark <br /> brown <br /> 3 11 M SS 14 <br /> ¢ SAND WITH SILT,a little gravel,fire to _COARSE <br /> medium grained,brown,moist,loose(SP-SM) ff ALLUVIUM <br /> (possible fill) .OR FILL g M SS 16 <br /> 6— <br /> SAND,a little gravel,medium to fine grained, COARSE <br /> mottled brown,moist,loose to medium dense AL.LUV UM <br /> 7— (SP) = 8 M SS 16 <br /> 8 <br /> 4 10 M SS 15 <br /> l0 <br /> i6 12 M SS 14 <br /> �_ 11 <br /> END OF BORING <br /> tua <br /> 0. <br /> tu <br /> a <br /> N <br /> It! <br /> x <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> Se DATE TIME THE ATTACHED <br /> 0-10 r 3.25 r11SA DRILLING E <br /> 11/16/12 "AID None SHEETS FOR AN <br /> 11116/12 All 4.4 None EXPLANATION OF <br /> TERMINOLOGY ON <br /> o <br /> BORING <br /> OMMIPL'ETED: 11116112 THIS LOG <br /> DR: BR LG: DR Rig: 178 GRD <br /> 01-DHR-060 <br /> 0312011 <br />