Laserfiche WebLink
<br /> I] AMERICAN <br /> . 1 ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> . AEI' lOB NO: 93-1379 LOG OF BORING NO. 13 (P. 1 of 1) I <br /> I <br /> . PROJECT: PROPOSED STREET IMPROVEMENTS; ARDEN HILlS. MINNESOTA <br /> DEI'fH SURFACE ELEVATION' GEOLOGY SAMPLE REC. FIELD &. LABORATORY TESTS <br /> IN N MC TYPE IN. <br /> FEIIT MATERIAL DESCRIPTION WC DEN LL PL %-200 <br /> . \2.5' Bituminous pavement r- <br /> 1- \~' Base, mostly sand with silt and gravel, r - <br /> brown FILL 20 M SS 14 <br /> . 2 - Fill, mostly clayey sand with a little gravel, I <br /> \gray and brown <br /> 3 - 12 M SS 12 <br /> . TILL <br /> 4 - Sandy lean clay with a little gravel, brown <br /> mottled, firm (eLl <br /> 5 - - . <br /> . 12 M SS 15 <br /> 6 END OF BORING <br /> . <br /> . <br /> Location: Dunlap Street, 8'E of centerline, <br /> 84'N of Ingerson Road centerline <br /> I <br /> I <br /> . <br /> . <br /> . I <br /> , <br /> I <br /> . I <br /> I . <br /> DEl'I'H: DRlLLING METHOD WATER LEVEL MEASUREMENIS NOTE: REFER TO : <br /> . DATE TIME SAMPLED CASING CA VB.IN DIULLIN~EL WATER THEATIACHED I <br /> 0-4.5' 2.25" HSA DEPTH DEPTH DEPTH FLUID LEV LEVEL <br /> 8/9/93 9:38 6.0 4.5 5.7 NONE SHEIITS FOR A. 'I <br /> 8/9/93 9:40 6.0 0 4.1 NONE EXPLANATION OF <br /> BORING 8/9/93 TERMINOLOGY ON <br /> COMPLETED: <br /> . CC: JF CA: EG Rio: 7 THIS LOG <br /> 4/90 <br />