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<br />- -- --- ----- <br />11 AMERlCAN <br />1 ENGINEERING SUBSURFACE BORING LOG I <br /> TESTING, INC. <br />AET JOB NO: 93-1379 LOG OF BORING NO. 2 In. 1 of 1) <br />PROJECT: PROPOSED STREET IMPROVEMENTS' ARDEN HILlS. MINNESOTA <br />DEPTH SURFACE ELEVATION' GEOLOGY SAMPLE REC. FIELD & LABORATORY TESTj <br />IN N MC <br />FEET MATERIAL DESCRIPllON TYPE IN. WC DEN LL PL ~-2OQ <br /> ,2.5" Bituminous pavement r - I <br /> 1 - ,,7.5" Base, mostly crushed limestone r- <br /> 16 M 55 18 <br /> 2 - Fill, mostly silty sand with a little gravel, I <br /> brown FiLL <br /> 5 M 55 24 <br /> 3 Fill, mostly sandy lean clay with a little gravel, 14 <br /> 4 brown, a little reddish brown I <br /> END OF BORING <br /> - - <br /> I <br /> Note: Boring terminated at 4' to avoid I <br /> possibility of hitting underlying utilities <br /> I <br /> Location: Keithson Drive, II'E of centerline, .- <br /> 419'5 of Highway 96 eastbound <br /> centerline I <br /> l I <br /> I <br /> I <br /> I <br /> , <br /> I <br /> i I <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER. TO <br /> DATE TIME SAMPLED CASING CAVE-IN DP IT, ~ ';\?", WATER THE ATIACHED <br /> 0-2' 3.25" HSA DEPTH DEPTH DEPTH FLUID LEVEL <br /> 8/10/93 12:55 4.0 2.0 4.0 NONE SHEETS FOR. <br /> EXPLANATlO <br />BORING 8/10/93 I TERMINOLOGY or-4 <br />CO D: <br />CC: CB CA: SS Rio: 33 THIS LOG <br />4/90 I <br />