Laserfiche WebLink
<br /> I] AMERICAN <br /> I 1 ENGINEERING SUB~ACEBOmNGLOG <br /> TESTING, INC. <br /> AET JOB NO, 93-1379 LOG OF BORJNG NO. 11 (P. 1 of 1) I <br /> PROJECT, PROPOSED STREET IMPROVEMENTS; ARDEN 1III.I.<;;, MINNESOTA <br /> I DEP11I SURFACE ELEVATION' GEOLOGY SAMPLE FIELD '" LABORATORY TEST' <br /> IN N MC REC. <br /> FEET MATERIAL DESCRIP110N TYPE IN. WC DEN LL PL %.200 <br /> I 3.25" Bituminous pavement r -- <br /> I - 4.75" Base, mostly sand with silt and gravel, - <br /> brown FILL 13 M SS 14 , <br /> i <br /> I 2 - Fill, mostly sandy lean clay with a little gravel, ~ I <br /> \llray <br /> 3 - ~TILL 12 M SS 15 <br /> I 4 - Sandy lean clay with a little gravel, brown to <br /> brown and Iigbt gray mottled, firm (CL) <br /> - ~ <br /> 5 - 12 M SS 12 <br /> I <br /> 6 END OF BORING <br /> I <br /> I <br /> Location: Dunlap Street, 10'E of centerline, <br /> 81'S of Cannon Avenue centerline <br /> I <br /> I <br /> I <br /> I <br /> I ! I <br /> I <br /> I I I <br /> I I <br /> DEP11I: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE, REFER TO <br /> W 0-4.5' 2.25" HSA DATE TIME SAMPLED CASING CAVE-IN DRILLINYEL WATER THE ATI ACHED <br /> DEPIlI DEP11I DEPIlI FLUID LEV LEVEL <br /> 8/9/93 11:15 6.0 4.5 5.8 NONE SHEETS FOR AN <br /> 8/9/93 11 :20 6.0 0 4.0 NONE EXPLANATION OF <br /> I BORJNG TERMINOLOGY ON <br /> COMPLETED, 8/9/93 <br /> CC, JF Ck EG Rio, 7R THIS LOG <br /> I 4/90 <br />