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lJ OWNER LOG OF BORING NUMBER 2 <br /> City of Elk River Fourth Street <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/ET? <br /> 1 2 3 4 5 <br /> <br /> ~ ~ PLASTIC WATER LIQUID <br /> LIMIT % CONTENT % LIMIT % <br /> ~ ~ DESCRIPTION OF MATERIAL X- - · -z5 <br /> u5 ~ ~ ~, ~,~ ~ ~o 2o 30 40 50 <br /> <br /> :~ ~ ~ o t- ~ STANDARD <br />~ ~< ~< ~ ~ SURFACE ELEVATION ~ u ~) PENETRATION BLOWS/ET. <br /> 10 20 30 40 50 <br /> 3" bituminous pavement <br /> PA 6.5" concrete slab <br /> 9.8 <br /> Fine to medium sand, traces fine gravel below 7 ft. depth - <br /> brown - damp - loose to medium dense - (SP) ~ <br /> SS <br />2.5 PA <br /> ¢o <br /> 2 SS <br />5.0 PA t <br /> 3 SS ~ <br />7.5 PA <br /> 4 SS <br />10.0 10.0 <br /> End of boring at 10.0 ft. <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 11/14102 Minneapolis Area - 06 <br /> WL BORING COMPLETED ENTERED BY SHEET NO, OF <br /> WL RIG/FOREMAN APP'D BY STS JOB NO, <br /> Diedrich D-50/TM MM 98934 <br /> <br /> <br />