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AMERICAN <br /> L ENGINEERING SUBSURFACE BORING LOG <br /> �e TESTING,INC. <br /> AET JOB NO- 26-00538 LOG OF BORING NO- 13 (p. 1 of 1) <br /> PROJECT: 2013 Elk River Street Improvements;Elk Diver MN <br /> DEPTH SURFACE ELEVATION: 892.8 GEOLOGY N MC SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION TYPO IN. WC DEN LL PL o#2 <br /> 7"Bituminous pavement FILL AS <br /> 8"Apparent aggregate base <br /> I <br /> FILL,mostly silty sand,a little gravel,brown 15 M SS 14 <br /> and dark brown <br /> FILL,mostly sand with gravel,brown <br /> 3 16 M SS 14 2 <br /> ¢ SAND,a little gravel,medium to fine grained, ; COARSE <br /> brown,moist,loose(SP)(possible fill) ALLUVIUM <br /> OR FILL <br /> 5 7 M SS 17 <br /> SAND,a little gravel,medium to fine grained, : COARSE <br /> light brown,moist,medium dense(SP) _ ALLUVIUM <br /> 7 14 M SS 16 <br /> SAND WITH GRAVEL,medium to fine <br /> grained,light brown,moist,medium dense(SP) <br /> g 26 M SS 18 <br /> IQ <br /> 20 M SS 12 <br /> iq <br /> a 11 <br /> a <br /> END OF BORING <br /> 0. <br /> G <br /> 0. <br /> t] <br /> 0. <br /> 11 <br /> lil <br /> 1E <br /> VY <br /> IL <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> SAMPLED CASING CAVE-IN DRILLING WATER <br /> •� DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> a-lo} 3.25"I1sA <br /> � <br /> 11116112 VM Dane SfIEETSFV1tAIv <br /> 11116112 AD 4.0 bane <br /> EXPLANATION OF <br /> n <br /> a <br /> TERMINOLOGY ON <br /> =! LG:: 11116/12 THIS LOG <br /> DR Rig: 17$GR <br /> 0312011 01-DHR-060 <br />