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_1 OWNER LOG OF BORING NUMBER 1 <br /> City of Elk River Rush Avenue <br /> ~ PROJECT NAME ARCHITECT-ENGINEER <br /> ST$ Consultants Ltd. 2003 Street Improvements Howard R. Green Company <br /> SITE LOCATION ~ UNCONFINED COMPRESSIVE STRENGTH <br /> Elk River, Minnesota '-~ TONS/FT.2 <br /> I 2 3 4 5 <br /> ~' PLASTIC WATER LIQUID <br /> LIMIT % CONTENT % LIMIT % <br /> <br /> ~. ~ zO ~ DESCRIPTION OF MATERIAL <br /> ~: SURFACE ELEVATION ~ ~ ~) PENETRATION BLOWS/FT. <br /> ~ 10 20 30 40 50 <br /> ~ Fine to medium sand - brown - damp - medium dense to loose <br /> - (SP) <br /> 1 SS <br /> 2.5 PA <br /> I <br /> 2 SS I <br /> I <br /> 5.0 PA <br /> 3 SS <br /> 7.8 <br /> Fine to coarse sand, trace fine gravel - brown - damp - loose - <br /> (SP-SM) <br /> 4 <br /> <br /> 10.0 10.0 <br /> End of boring at 10.0 ff. <br /> Boring backfilled 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 11/14/02 Minneapolis Area - 06 <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 />