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<br />I <br /> <br />I <br /> <br />OWNER LOG OF BORING NUMBER ~~ <br /> TRANSPORT T1.'RE t INC. 1 <br />PROJECT NAME ARCHITECT .ENGINEER <br /> Proposed Tractor Truck <br /> Reoa i r Bu i 1 d i no . STS Consultants ltd. <br />SITE LOCATION fO- UNCONFINED COMPRESSIVE STRENGTH <br /> TONS FT' <br /> 1st St SW & 8th Ave SW, New Brighton, MN 1 2 3 4 5 <br /> PLASTIC WATER LIQUID <br /> LIMIT'\, CONTENT % LIMIT % <br /> W ~-----"-----6 <br /> u <br /> z <br />z w <( DESCRIPTION OF MATERIAL .-: <br /> t- 3: .. 10 20 30 40 50 <br />0 0 n. III <br /> ~ > >1;: <br />i= :r z 15 tr tr..... <br />~ b: w w w w Oui <br />W ...J ...J ...J > t-m <br />...J w n. a. n. 0 z...J ~ STANDARD <br />W 0 :::E :::E :::E U <br /> <( <( <( W SURFACE ELEVATION 906.4 :> PENETRATION BLOWS FT <br />1>< (f) III III tr 10 20 30 40 50 <br /> II Wl . <br /> 1 SS <br /> .-U.. Clayey sandt 1 i tt 1 e silt, trace to , <br /> 2 SS <br /> little gravel, trace.concrete - ~ <br /> Jl dark brown .and brown - moist - ~ <br />1; 0 3 SS top 3.5 ft. was frozen'- medium J). ----- @,; <br /> II dense below 3.5ft. - CSC) - (Fi 11) @-- <br /> 4 SS , <br /> Fine sand, trace silt - mottled /7\ <br /> II light brown and reddish-brown - <br />10 0 5 SS moist - medium dense - (Sp) fl) <br /> I <br /> Fine sand and silt, trace clay - t~ <br /> - brownish-gray -. wet to saturated <br /> 1 II below 15 ft - medium dense - ' . <br />p:;n6 pS CSM-ML) . @ <br /> . .., <br /> End of boring at 15.5 ft. <br /> Boring augered to full depth. <br /> No casing or wash water used. <br /> . <br /> - <br /> I <br /> THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN SITU THE TRANSITIO"< MAY BE GRADUAL <br />WL 'WSORWD BORING STARTED 2/11/83 I ~~ I I <br />WL Soi 1 is saturated . ; BORING COMPLETED 2/11/83' STS~Ltd. <br />wLbelow 15 ft (drillers' RIG CME-75 FOREMAN D\.J App.D BY WBT I STS JOB NO. 93039 <br />BLI observations) <br /> <br />@!I/ <br />\ <br />(];) 7 S <br />/II <br />C <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />