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I I OWNER LOG OF BORING NUMBER ~~ TRANSPORT TIRE, INC. 2 PROJECT NAME ARCHITECT.ENGINEER Proposed Tractor Truck Qo'"'".... R".lrll...." STS Consultants ltd. SITE LOCATION fo- UNCONFINED COMPRESSIVE STRENGTH 1st St. 5W &8th Ave. SW, New Bri ghton, MN TONS FT' 1 2 3 4 5 PLASTIC WATER L10UiD liMIT '\, CONTENT '\, LIMIT '\, W ~-----"'-----6 U z z w ~ DESCRIPTION OF MATERIAL .-; 0 ci 0. en :: R. 10 20 30 40 50 ~ ~ 5 > >t , :r z 0:: 0::..... > .... w w w w Oui I 0. .J .J .J > W W 0. 0. 0. 8 ....m .J w 0 :::E :::E :::E z.J ~ STANDARD <( <( <( w SURFACE ELEVATION 905.6 :;) . PENETRATION BLOWS FT IX en en en 0:: 10 20 30 40 50 Fine sandy silt, trace gravel and l.LI.. clay - dark bro"'1'l - mo i s t - 1 S5 top 3.5 ft "'t~S frozen"'" '.m~d i urn -- --- dense below 3.5 ft - (ML) - (Fi 11 } II L--- L--- ~.n 2 SS III t5;.)-- il Fine sand, 1 i tt 1 e silt, trace 5" 1 i SC; coarse sand - brown - moist - @..... medium dense to loose- (SM) - ~ (Fill) r--------..... .. 10 -n 4 n SIlty sand, trace organics and ........( & tj-O SS c ay ~/llrck ~~d brown - moist- dense- SM - Iri prl' ., Orga ~ i c c nter t7" .2% / S i 1 t and fine sand, trace clay - / brown - mo i st to wet - saturated below 14.5 ft - medium dense .,. '~/ _ n 11: 7f 5 ~5 II (ML & 5M) @" S i 1 ty sand, trace grave 1 - gray - ~ saturated - dense - (SM) "'. II -, :W.O )S 38@ .JI "- End of bori ng at 20.5 ft. Boring augered to fu'll depth. No casing or wash water used. ... THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES 8ETWEE.... SOIL T"-PES IN SITU THE TRANSITION MAY BE GRADUAL WL approx. 14.5 ft. WSORWD BORING STARTED 2/11/83 I .~~ I ; I WL BCR ACR BORING COMPLETED 2/11/83. STS~LIII. WL RIG CME-75 FOREMAN DW APPD BY WBT I STS JOB NO. 93039 flJ 75/6" I I I I I I I I I I I I I I I I I BL:I