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1 <br />LOG OF TEST BORING NO. 7 <br />page 1 of 1 <br />CLIENT ARCHITECT/ENGINEER <br />Orr Laud Company <br />SITE Weld County Roads 64 & 29 PROtECf <br />R`eld County, Colorado Gravel Study <br /> SAM PLE S TESTS <br />O ~. m ~ F tOz[ <br /> <br />~ } ~ ui h _Z= <br />- <br />- DESCRIPTION r ~ ~ ~ <br />~ ~ [.z.[ t''U <br />z <br /> - [~ <br />y o <br />m > <br />o z <br />.3 F <br />= o z <br />o~, <br />.r <br />Q <br />~ <br />F <br />~ <br />~ <br />~ O ~ <br />~ <br />E <br />.7 Approx. Surface Elev.: ft. z r <br />t ~ Dc v <br />ia <br /> O.i P IL CL <br />~~ <br /> SANDY LEAN CLAY <br />~ Brown, mois[, medium <br /> <br />~ ~ ~ - - <br />. i.0 .. <br /> 5 <br /> <br />~/` <br />WELL GRADED SAND WITH GRAVEL I B <br />~';'~ AND COBBLES <br />'~o Tan, wet, medium dense to dense <br />p.. Cobbles i-4" max typical <br />%_ Y Composite Sample at 5 - 14' <br /> <br /> <br />;-~ <br />.~:° 1 SWI 3 SS 12" 11 13 <br />~:P <br />~. 10 <br />~-.; <br /> <br />i <br />~. <br />~:.. <br />` <br />'r, <br />..:j '' 14.0 <br />^ 'J <br /> 1~.0 Tan, mois[, poorly cemented iS , ~ ~ <br /> <br /> BOTTOM OF BORING <br />1 <br /> <br />1 <br />I <br />E STRATIFICATION LINES REPRESENT THE APPRO..\IAI{TE BOUNDARS' LINES <br />55'EE~ SOIL .{ND ROCF: T5'PES: IN-SITU. THE TRANSITIO\' \IA5' BE GRADUAL. <br />\1'.ATER LEVEL OBSERVATIONS BORING STARTED 3.9-99 <br />a 5.0' ~\•D•l= $,0' A.B. <br />~ BORING COMPLETED 3-9-99 <br />~ ~~rracon RIG CME-75 FOREMAN D11II. <br />' ~ Water Checked 2 Days A.B, APPROVED DML loe ~ 21995030 <br /> <br />