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AMERICAN <br /> 1 ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AET JOB NO: 26-00538 LOG OF BORING NO. 5 (P. 1 of 1) <br /> PROJECT: 2013 Elk River Street Improvements;Elk R€ver 1L71V <br /> DEPTH SURFACE ELEVATION: 886.6 GEOLC}GY SAMPLE REC FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION N MC TYPE IN_ WC DEN LL PL 042 <br /> 5"Bituminous pavement FILL AS <br /> 6"Apparent aggregate base <br /> I 3"Bituminous pavement 29 M SS 1 I <br /> FILL,mostly silty sand,a little gravel,pieces of <br /> bituminous,dark brown,brown and grayish <br /> brown <br /> 3 31 M SS 17 <br /> SAND,a little gravel,medium to fine grained, ` :COARSE <br /> light brown,moist,loose to medium dense(SP) ALLUVIUM <br /> g 10 M Ss 18 <br /> 5 <br /> 11 M SS 15 <br /> 8 <br /> 9 11 M SS 17 <br /> Ia <br /> 12 M SS 12 <br /> � II <br /> END OF BORING <br /> J <br /> V <br /> Q <br /> d <br /> Y2 <br /> F <br /> Uj <br /> N <br /> tl.l <br /> a DEPTIi: DRILLING,METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> Y <br /> SAMPLED CASING CAVE-1N DRILLING WATER <br /> 0-101 3.25"HSA DATE TIME DEPTH DEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 11/16/12 WD None SHEETS FOR AN <br /> N <br /> 11/16112 AD U None EXPLANATION OF <br /> TERMINOLOGY ON <br /> o COMPLETED: 1111+6112 <br /> THIS LOG <br /> DR: BR LG.--DR Ri : 178 G <br /> 0312011 O1-DHR 0611 <br />