Laserfiche WebLink
ra <br />l <br />10 <br />STS Consultants Ltd. <br />SITE LOCATION <br />OWNER <br />Mr. Ed Vaughan <br />LOG OF BORING NUMBER 371 <br />PROJECT NAME ARCHITECT- ENGINEER <br />Bridge&Rdwy, Pheasant Hills Preserve 12th Add. Loucks & Associates, Inc. <br />East of Ruffed Grouse Road, Lino Lakes, Minnesota <br />r.UNCONFINED COMPRESSIVE STRENGTH <br />TONS /FT.' <br />2 3 4 5 <br />DESCRIPTION OF MATERIAL <br />PLASTIC WATER LIQUID <br />LIMIT 16 CONTENT 1G LIMIT % <br />10 20 30 40 50 <br />SURFACE ELEVATION +882.6 NGVD <br />STANDARD <br />® PENETRATION BLOWS/FT. <br />10 20 30 40 50 <br />Sapric to fibric peat - black - saturated - very soft - (Pt) <br />1 <br />Organic silt, mollusk shell fragments - gray - very 'soft - (OH) <br />23.5 <br />Silty clay - gray - very soft - (CH) <br />27.5 <br />Sandy clay, trace gravel - brown to gray -brown - firm to stiff - <br />(CL) <br />38.0 <br />39 8 Sandy and clayey silt, trace gravel - red -brown - very stiff - <br />(ML -CL) <br />Silty fine to medium sand - brown to red -brown - saturated - <br />loose to medium dense - (SM) <br />O <br />1 <br />1 <br />ffi <br />O <br />CD <br />J <br />z_ <br />0 <br />55.0 <br />End of boring at 55.0 ft. <br />Boring backfilled with high solids bentonite grout. <br />The stratification lines represent the approximate boundary lines between soil types: <br />* Cal brated <br />\15 <br />Penetrometer <br />WL <br />Surface WS <br />BORING STARTED <br />3/6/02 <br />STS OFFICE <br />Minneapolis Area - 06 <br />WL <br />BORING COMPLETED D /6/02 <br />ENTERED BY <br />SHEET NO. 1 OF 1 <br />WI <br />RIG/FOREMAN - <br />CME- 750/GD <br />APP'D BY <br />MM <br />STS JOB NO. <br />98623 <br />