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<br />~ AMERICAN <br />l ENGINEERING <br />TESTING, INC. SUBSURFACE BORING LOG I <br /> <br /> <br />AET lOB NO: 93-1379 LOG OF BORING NO. 4 <br /> <br />PROJECT: PROPOSED STREET IMPROVEMENTS; ARDEN HTT.T ,0;:, MINNESOTA <br /> <br />DEPTH FIELD & LABORATORY TEST <br />IN SURFACBELEVATION: GEOLOGY N Me SAMPLE REC. <br />FEET MATBRIAL DESCRIPTION TYPE IN. WC DEN LL PL <br /> <br />7" Bituminous pavement FILL <br /> <br />t 5 M 55 18 <br /> <br />2 <br /> <br />Lean clay with sand and a little gravel. TILL OR 3 M 5S 18 19 <br />3 reddish brown. soft to very soft (CL) (may be FILL <br />fill) <br />4 <br /> <br />5 - 1 M 55 6 <br />6 END OF BORING <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Location: Amble Drive, 12'W (SW) of <br />centerline, 169'S (SE) of Korth <br />Lake Drive centerline <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />. <br /> <br />! <br />I <br />I ! I <br /> <br />DEPTH: DRlLLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO i <br />SAMPLED CASING CAVE-IN DRILlING WATER <br />0-4.5' 3.25"' HSA DATE TIME DEPTH DEPTH DEPTH FLUID L LEVEL THE ATI ACHED <br />8/10/93 3:05 6.0 4.5 6.0 NONE SHEETS FOR <br />8/10/93 3:10 6.0 0 4.0 NONE EXPLANATION <br />BORING <br />COMPLETED: 8110/93 <br />cc: CB CA: SS Ri: 33 THIS LOG <br />~ I <br />