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<br /> ~ AMERICAN <br />I l ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AET JOB NO, 93-1379 LOG OF BORING NO. 3 (D. 1 of 1) <br /> PROJECT, PROPOSED STREET IMPROVEMENTS; ARDEN HILLS, MINNESOTA <br />I DEPTH SURFACE ELEVATION, GEOLOGY SAMPLE REC. FIELD & I.AIlORATORY TESTS <br /> IN N MC TYPE IN. <br /> FEET MATERIAL DESCRJPnON WC DEN LL PL %-200 <br />I 3' Bituminous pavement r - <br /> 1 - 6.75" Base, crushed limestone r - <br /> 6 M 55 16 <br />I 2 - Fill, mostly silty sand with a little gravel, trace <br /> oflean clay, brown <br /> FILL 5 M 55 20 <br /> 3 <br />I 4 - Fill, mixture of sandy lean clay and clayey <br /> J!!IId with a little gravel, brown and gray <br /> 5 - 7 M 55 20 <br />I 6 END OF BORING <br />I <br />I <br /> Location: Keithson Drive, 13'E of centerline, <br /> 663'5 of Highway 96 eastbound <br /> centerline <br />I <br />I <br />I <br />I <br />I <br />I i <br /> DEPTH, DRILLING METIIOD WATEll LEVEL MEASUREMENl'S NOTE, REFER TO ! <br />I SAMPLED CASING CAVE-IN D~w.Jk. W ATEll <br /> 04.5' 3.25" HSA DATE TIME DEPl'H DEPl'H DEPl'H FLUlDL LEVEL THE ATTACHED <br /> 8110/93 1:15 6.0 4.0 6.0 NONE SHEETS FOR AN <br />I 8/10/93 1:20 6.0 0 4.0 NONE EXPLANATION OF <br /> BORING 8/10/93 TERMINOLOGY ON <br /> COMPLlITED, <br /> cc: CB CA, SS Ri., 33 THIS LOG <br />I 4/90 <br />