Laserfiche WebLink
• <br />FEB 14 '02 05:36PM BRRUN INTERTEC <br />P.21/24 <br />LOG OF BORING <br />Braun Project B.RXX- 02 -010A <br />Preliminary Geotechnical Tvaluation <br />,Proposed Offiee/Warehouses <br />Little Canada, Minnesota <br />BORING: ST -2 <br />LOCATION: See Attached Sketch <br />DRILLER: M. Rowland <br />METHOD: 31 /4 "HSA,Autolunr <br />DATE: 1/16/02 <br />SCALE: 1 " =4' <br />Elev, <br />feet <br />45.4 <br />Depth <br />feet <br />0.0 <br />ASTM <br />Symbol <br />Description of Materials <br />(ASTM 02488 or 02487) <br />BPF <br />WL <br />Tests or Notes <br />43.9 <br />1.5 <br />FILL •.02 <br />«4* <br />4" Bituminous <br />+X <br />kit FILL: <br />* and <br />rct. <br />k.:: <br />'4..,, <br />e <br />«4 <br />5 . <br />ms <br />clAP <br />«4 <br />- MUCK, <br />'' <br />,, I <br />pavement and 12" aggregate base. <br />r, 22 <br />1 <br />" 10 <br />6 <br />1 <br />Y <br />ii <br />Moisture Content = 135.5% <br />Organic Content = 46.6% <br />_ <br />36.4 <br />9.0 <br />FILL <br />pt <br />Silt, mixed with Clay and Sandy Clay, dark gray <br />black, moist. <br />ri <br />1 <br />. <br />19.0 <br />black, wet. <br />(Swamp Deposit) <br />7 <br />26.4 <br />~ 22.4 <br />23,0 <br />OL <br />ORGANIC CLAY, dark gray to black, wet, soft. <br />(Swamp Deposit) <br />— <br />n <br />'� '19.9 <br />25.5 <br />CL <br />- LEAN CLAY, gray, wet, soft. <br />(Lacustrine) <br />`l <br />_ <br />a <br />Uu <br />kND OF BORING. <br />Water not observed to cave -in depth of 16 feet <br />immediately after withdrawal of auger. <br />Boring then backfilled. <br />_ <br />al <br />BBXX 2A10A <br />ran InIcntc Cornprulion. St, Da„ <br />