Laserfiche WebLink
 ] OWNER LOG OF BORING NUMBER <br /> City of Elk River Norfolk Avenue <br /> ~ PROJECT NAME ARCHITECT-ENGINEER <br /> sMconsu~nts ua. 2003 Street Improvements Howard R. Green Company <br /> SITE LOCATION 4"%-UNCONFINED COMPRESSIVE STRENGTH <br /> Elk River, Minnesota '-J TONSIFT? <br /> 1 2 3 4 5 <br /> <br /> ~ ~, P~XST~C WATER <br /> ~ <~ LIMIT % CONTENT % LIMIT % <br /> ~ o_ ~~ DESCRIPTION OF MATERIAL ~ ..... · .... <br />~ ~ ~ ~ ~ ~ ~. 10 20 30 40 50 <br /> ~ ~: ~; g I- -- STANDARD <br />~] ~ ~< ~< ~ SURFACE ELEVATION ~ ~ ~) PENETRATION BLOWS/FT. <br /> 10 2o 30 40 50 <br /> 2" bituminous pavement <br /> AS 3" aggregate base course <br /> 0,7 -..3" old bituminous pavement <br /> Fine to medium sand, trace gravel - dark brown to brown - <br /> damp - loose to medium dense - (SP) <br /> I SS <br />2.5 PA <br /> 2 SS <br /> I <br /> I <br />5.0 PA <br /> I <br /> 3 SS <br />7.5 PA <br /> 10 <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 DN I 1 <br /> WL RIG/FOREMAN APP'D BY STS JOB NO <br /> Diedrich D-50/TM MM 98934 <br /> <br /> <br />