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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I 1 <br />1 <br /> <br />LOG OF TEST BORING N0. 10 <br />pageloPl <br />CLIENT ARCHITECT/ENGINEER <br />Orr Land Company <br />S1TE Weld County Roads 64 & 29 PROJECT <br />Weld Count}', Colorado Gravel Study <br /> SAM PLE S TESTS <br />O O ~ F ~ <br /> [ <br />v DESCRIPTION ~. ~- ~ <br />tl ~ ~ <br />rn ~ <br />~ z <br />tr] LF <br />Z U <br /> i ~ <br />v ~ ~ > <br />o Z <br />, 3 ~ ~ ~LZ.I <br />C u] to ~ ~ V c~ ~ ` <br />=U Zi~~ <br />J ` Approx. Surface Ele~•.: ft. o ~ z 'r C [nn ~ Da ~~na <br /> 3 T PS 1 L <br /> <br />~ SANDY LEAN CLAY <br /> !.0 Brown, moist, medium <br /> SANDY SILT <br /> Tan, moist [o we[, soft <br /> 5 <br />I <br /> j <br /> <br /> 7.0 <br />. fl'` WELL GRADED SAND WITH GRAVEL <br />.\;. <br />~ AND COBBLES <br />~ <br />p Taa, we[, dense <br />. ' " <br /> <br />~ <br />~~ <br />Cobbles art' max [ypica! SW 2i SS 12 35 l2 <br /> <br />° 10 <br />C <br />~`~ "n <br />~. <br />ILS <br />" ' <br />v WEATHERED CL.AYSTONE/SILTSTONE <br />/j <br />~ / <br />Gray, moist, soft <br />~ <br />~ <br />, 14.0 <br /> BOTTOM OF BORING <br />THE STRATIFICATION LINES REPRESENT THE APPROXIAIATE BOL'SDARI' LINES <br />BETK'EE~ SOIL AND ROCI: TYPES: IN-SITU, THE TR.4 NSITIO~' ~I.i S' BE GR.aDDA L. <br />HATER LEVEL OBSER\'ATIONS BORING STARTED 3-9-99 <br />\\~L ? 6,4~ N'.D.i= $,7' A•B. <br />'- BORWG COp1PLETED 3-9-99 <br />\\L ~rr~con RIG <br />CAiE-75 FOREMAN D11SL <br />\\'L I Water Checked 2 Davs A.B. APPROVED D~~, loB a 21995030 <br />