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 1 OWNER LOG OF BORING NUMBER 3 <br /> City of Elk River Quinn Avenue <br /> PROJECT NAME ARCHITECT-ENGINEER <br /> STS Consultants Ltd. 2003 Street Improvements Howard R. Green Company <br /> SITE LOCATION ~ UNCONFINED COMPRESSIVE STRENGTH <br /> Elk River, Minnesota ~'"' TONS/FT? <br /> 1 2 3 4 5 <br /> <br /> u_ ~) PLASTIC WATER LIQUID <br /> ~' z LIMIT % CONTENT % LIMIT % <br /> ~ ~ DESCRIPTION OF MATERIAL <br /> STANDARD <br /> ~- SURFACE ELEVATION ~ ~ (~) PENETRATION BLOWS/FT. <br /> -J 10 20 30 40 50 <br /> PA D.3 3" bituminous pavement <br /> Possible FILL: Mixed fine to medium sand, and silty sand, <br /> traces gravel - dark brown - damp to moist - loose to medium ~10 <br /> dense - (SP-SM) <br /> 1 SS <br /> i <br /> 2,5 PA <br /> 2 SS <br /> I <br /> 5.0 PA <br /> :7 <br /> 3 SS <br /> 7,~ pA <br /> 15 <br /> 4 SS <br /> <br /> 10.0 10.0 <br /> End of boring at 10.0 ft. <br /> Boring backfitled with cuttings. <br /> <br /> The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. <br /> <br />WL BORING STARTED STS OFFICE <br /> Dry 11/14102 Minneapolis Area - 06 <br /> <br />WL BORING COMPLETED ENTERED BY SHEET NO. OF <br /> 11/14/02 DN I 1 <br />WL RIG/FOREMAN APP'D BY STS JOB NO. <br /> Diedrich D-50/TM MM 98934 <br /> <br /> <br />