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<br />I] AMERICAN <br />I 1 ENGINEERING <br />TESTING, INC. SUBSURFACE BORING LOG <br /> <br /> <br />I AETIOBNO: 93-1379 LOG OF BORING NO. 9 (p.1 ofl) I <br /> <br />PROJECT: PROPOSED STREET IMPROVEMENTS; ARDEN HIUS. MINNESOTA <br /> <br />DEPTH SURFACE ELEVATION' GEOLOGY SAMPLE ROC FIELD & LABORATORY TESTS <br />rn N MC . <br />FElIT MATERIAL DESCRIPTION TYPE IN. wc DEN LL PL fl-200 <br /> <br />I 1\2. Bituminous pavement r- <br />1 _ ,,10. base, mostly sand with silt and gravel, f- <br />I Ibrown FILL 14 M SS 14 <br />I 2 -, Fill, mostly sandy lean clay with a little gravel, <br />\~ray and brown I <br />3 _ 14 M SS 14 <br /> <br />I_Sandy lean clay with a little gravel, brown TILL <br />4 mottled, firm (CL) <br /> <br />I 5- - ~. 6 M SS l~ <br />6 END OF BORING <br />I <br />I <br /> <br /> <br /> <br />Location: Bussard Court, TN of centerline, <br />34TW of Snelling Avenue <br />I centerline <br /> <br /> <br /> <br />I <br />I <br />I <br />I I <br />I I I <br />1 I <br />! I <br />DEPTH: DRILLlNGMETIIOD WATER LEVEl-MEASUREMENTS NOTE: REFERTO <br />I SAMPLED CASING CAVE-IN DIULL1N~_. WATER <br />0-4.5' 2.25" HSA DATE TIME DEPTH DEPTH DEPTH FLUID LEVIo.L LEVEL THE ATIACHED <br />8/9/93 1:25 6.0 4.5 6.0 NONE SHEETS FOR AN <br />8/'/93 1:31 6.0 0 4.1 NONE EXPLANATION OF <br />~g~&ro: 8m'3 TERMINOLOGY ON <br />I CC: JF CA: EG Rio: 7R THIS LOG <br />4/90 <br />