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<br /> Il AMERICAN <br />. 1 ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br />. AET lOB NO: 93-1379 LOG OF BORING NO. 1 (P. 1 of 1) I <br /> PROlEC!': PROPOSED STREET IMPROVEMENTS; ARDEN H II.T S. MINNESOTA <br />I DEPTH sURFACE ELEVATION' GEOLOGY SAMPLE ROC. FIELD & LABORATORY TEST <br /> IN N MC <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC DEN U. PL %.200\ <br />I r, 3" Bituminous pavement r - I I <br /> 1 - kS" Base, crushed limestone r - I I <br /> 17 M 55 16 <br />I 2 - Fill, mostly silty sand with a little gravel, <br /> brown <br /> FILL 6 M I 55 18 <br /> 3 16 <br />I 4 - Fill, mostly sandy lean clay with a little gravel <br />.. .&I'd clayey sand, brown and a little reddish . <br /> 5 - brown 4 M 55 16 <br />I <br /> 6 END OF BORING <br />I <br />I <br /> Location: Keithson Drive, 12'W of centerline, <br /> 302'S of Highway 96 eastbound <br /> centerline <br />I <br />I <br />I <br />I <br />I <br />I I <br /> WATER LEVEL MEASUREMENTS I <br /> DEPTH: DRILLING METHOD NOTE: REFER TO <br />I DATE TIME SAMPLED CASING CAVE-IN D1m,~ WATER THE ATI ACHED <br /> 0-4.5' 3.25" HSA DEPTH DEPTH DEPTH FLUID LEVEL <br /> 8110/93 U:20 6.0 4.5 6.0 NONE SHEETS FOR AN <br /> 8110193 U:25 6.0 0 4.0 NONE EXPLANATION OF <br /> BORING 8110193 TERMINOLOGY ON <br /> COMPLEI'ED: <br /> CC: CB CA: 55 Rio: 33 THIS LOG <br />I 4/90 <br />