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1 <br /> <br /> <br />L <br />t <br />1 <br />1 <br />1 <br />1 <br /> <br />1 <br /> <br /> <br /> <br /> <br />1 <br />1 <br />1 <br />1 <br /> <br />LOG OF TEST BORING N0. 12 <br />Pagel oFl <br />CLIENT ARCHITECT/ENGINEER <br />Orr Land Company <br />SITE Weld County Roads G4 & 29 PROTECT <br />Weld Caunt\•, Colorado Gravel Study <br /> SAM PLE S TESTS <br />C7 _ ~ B2 ~"' A F, X <br />~ <br />~ ~ ~"' ~ V.1 in Z 2 ~ p <br />- DESCRIPTION ~ ~ ~ zN ~ ~ Zv p?u <br />Q a U ~ a O , 3 <br />O <br />[ ti ~~ Oz <br />W <br />' E"Z <br />~~c <br />C 6x1 t'n a <br />z Y n] - <br />L,~ ~ <br />f a(J <br />: G <br />D, <br />Z <br />`~' <br />F ~ _ <br />~~ <br />v Approx. Surface Elev.: f[. C ~ i- z vie _ ~v <br />ie <br />. <br /> .5 IL l 18" 9 l / /4 <br /> STLTY SAND <br /> Brown [o tan, moist [o we[ <br />~I :: ~ Loose to medium dense ' <br /> = 5 <br />I' <br />. <br />I <br />~ <br /> <br />7.0 <br />.0'O WELL GRADED SAND WITH GRAVEL <br />~: <br />` <br />Tan, we[, dense <br />.;. <br />C' <br />+: SW 3 SS 1?" 34 11 <br />l ~~ 1 <br /> <br />- <br />o 0 <br />~: <br />:f I,,~ <br />0.° <br />a. . <br />jS.E~o <br />13.0 <br />\, AT TST N / LAYST N <br /> Tan, moisr, moderately hard <br />'!i <br />. ~~ <br />15.0 1j J I 4 SS I?" 30 18 <br /> M B N <br />`~ <br />I <br />THE STftaTIFICATION LINES REPRESENT THE APPROxI.~I.~YE 60UN DART' LINES <br />BET\~'EE~ SOIL .4ND ROCI: TYPES IN~SITU, THE TRA N'SITIO\ ~I.~1 BE GR.~DU.AL. <br />N~ATER LEVEL OBSER\'ATIONS BORING STARTED 3_9_99 <br />\~ L 'a j,0' N'.D.Ii 5.0~ ,,. u. BORING COMPLETED 3-9-99 <br />N'L I 1 ~rr~~on RIG C1~IE-75 ~FOREh1AN Dn1j, <br />[~'L ~ Rater Checked 2 Daes A.B. .APPROVED DM1IL 1GS ~ 21995030 <br />