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.._] OWNER LOG OF BORING NUMBER 7 <br /> City of Elk River Morton 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 /> I 2 3 4 5 <br /> u- PLASTIC WATER LIQUID <br /> LIMIT % CONTENT % LIMIT % <br /> ~ ~'_ ~ua. ~- DESCRIPTION OF MATERIAL ~-- -- · <br /> <br /> >- . 10 20 30 40 50 <br /> 0 uJ ~ ~0 STANDARD <br /> PA 0.3 3-1/4" bituminous pavement <br /> Base Course FILL: Fine to medium sand, little to some gravel, <br /> trace silt - dark brown - damp - medium dense - (SP) <br /> 1 SS <br /> / <br /> 1.8 / <br /> Fine to medium sand, trace silt and gravel - dark brown - damp <br /> <br /> 2.5 PAJ, J, - I°°se ' (SP) <br /> 2 SS <br /> 7,5 J 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 11/14/02 Minneapolis Area - 06 <br />WL BORING COMPLETED ENTERED BY SHEET NO. OF <br /> 11 / 14/02 D N 1 1 <br />WL RIG/FOREMAN APP'D BY STS JOB NO <br /> Diedrich D-50/TM MM 98934 <br /> <br /> <br />