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!F_~ ~_]I OWNER LOG OF BORING NUMBER <br /> City of Elk River Fourth Street <br /> PROJECT NAME ARCHITECT-ENGINEER <br /> STSConsul~ar~s Ltd. 2003 Street Improvements Howard R. Green Company <br /> SITE LOCATION ~ UNCONFINED COMPRESSIVE STRENGTH <br /> Elk River, Minnesota 'J TONS/FT.z <br /> 1 2 3 4 5 <br /> <br /> ~' LU PLASTIC WATER LIQUID <br /> ~' ~ I.u ~ LIMIT % CONTENT % LIMIT % <br /> - ~: ~ ~ DESCRIPTION OF MATERIAL <br />~ ~ ~ ~ .... <br />° ~ .~ ~ ~o ?- STAND^RD <br />~] ~ ~ m~ ~: SURFACE ELEVATION ~ ~ ® PENETRATION BLOWS/FT, <br /> 0.2 ~2" bituminous pavement -~ ~0 20 30 40 50 <br /> I Possible FILL: Fine to medium sand trace gravel - dark brown ~ <br /> 1 SS <br /> I <br /> I I 12.o <br /> PA ] I t Possible FILL: Silty fine to medium sand, little gravel ~ brown - <br /> 2.5 ] I I damp to moist - medium dense - (SM) <br /> 3 SS <br /> .5 <br /> Fine to medium sand, little graYel - brown - damp - medium <br /> dense - (SP) <br /> 7.5 pA <br /> 4 SS <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 11114/02 Minneapolis Area - 06 <br /> WE BORING COMPLETED ENTERED BY SHEET NO OF <br /> 11/14102 DN 1 1 <br /> WL RIG/FOREMAN APP'D BY STS JOB NO <br /> Diedrich D-50/TM MM 98934 <br /> <br /> <br />