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<br /> ------ <br /> ~ AMERICAN I <br /> 1 ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AET JOB NO: 93-1379 LOG OF BORING NO. 10 <br /> PROJECT: PROPOSED STREET IMPROVEMENTS; ARDEN HIT.I .l;. MINNESOTA <br /> DEI'T'H SURFACE ELEVATION: FIELD &0 LABORATORY <br /> IN GEOLOGY N MC SAMPLE REC. <br /> FEET MATERIAL DESCRIPTION TYPE IN. wc DEN LL PL <br /> 2" Bituminous pavement <br /> 1 6" Base, mostly sand with silt and gravel, <br /> brown 11 M SS 15 <br /> 2 Fill, mostly sandy lean clay with a little gravel, FILL <br /> gray and brown <br /> M SS 12 <br /> 3 Clayey sand with a little gravel, brown <br /> 4 mottled, firm (SC) <br /> 5 ~dy lean clay with a little gravel, brown <br /> mottled, hard (CL) TILL 20 M SS 15 <br /> 6 END OF BORING <br /> Location: Bussard Court, 6tS of centerline, <br /> 78'W of Snelling Avenue centerline <br /> I <br /> - <br /> ! <br /> il <br /> ]1 <br /> DEPTH: DRILLING METHOD WATER. LEVEL MEASlJREMENTS NOTE: REFER TO I <br /> DATE TIME SAMPLED CASING CA VB-IN DRILLING WATER. THE AITACHED II <br /> 0-4.5' 2.25" HSA DEPI1I DEPI1I DEPI1I FLUID LEVEL <br /> 8/9/93 2:18 6.0 4.5 6.0 NONE SHEETS FOR AJ <br /> 8/9/93 2:20 6.0 0 4.3 NONE EXPLANATION <br /> BORING 8/9/93 <br /> COMPLETED: <br /> CC: JF CA: EG Ri : 7 THIS LOG <br /> 4/90 <br />