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1 <br />LOG OF TEST BORING NO. 4 <br />Page I of 1 <br />CLIENT ARCHITECT/ENGINEER <br />Orr Land Company <br />SITE Weld County Roads 64 & 29 PROJECT <br />Weld Count}', Colorado Gravel Study <br /> SAM PLE S I TESTS <br />VO i .. ~ 9e F ° <br /> <br />~ } ` <br />L• ni ~ Z- <br />v I DESCRIPTION N w j <br />H ` ~ zv <br />~ ~ F ~ ~ m o Z <br />.3 ~ ° o~ <br />C ~ u h ~ } CUcI F~ .7. ~~ ZCL <br />F- <br />:7 i Approx. Surface Elev.: f[. ~ ~ z t- ~ vtm f ^a ~v <br />i~ <br /> 0.5 TO <br /> <br />f CLAYEY SAND <br /> <br />.. , Brown, moist, very loose <br />,` , <br /> <br />.! <br />{ <br />. <br /> <br />~ ~ I <br />SILTY SAND i <br />Tan, wet, very loose <br />ii <br />~I 7.5 J ~ <br />0.:° WELL GRADED SAND WITH GRAVEL <br />s. AND COBBLES <br />~ ' <br />. Tan, we[, medium dense SW ~ ? SS l2 16 ~ 15 <br />~.o. ~] Cobbles 3-4" max rypical l0 ~ <br />% <br />cl <br />Q I <br />1 <br />0 <br /> <br /> <br />c <br />]] <br />~%~ 3 SS 12" 27 11 <br />I <br />c 15.0 I <br /> 15 <br /> <br />WEATHERED SiLTSTONE/CLAYSTONE <br />~' ~~ Tan, moist, soft <br />~~ <br /> <br />\''~ IS.O <br />.'~. <br />B TTOM B R1NV <br />I <br /> <br />I <br />I <br /> <br />~ <br /> <br />~ <br /> <br />I <br />E STR 4TIEIC.4TION LINES REPRESENT THE {ppROxlSI{TE BOL'ND.{R1' LINES <br />'. ~~ EEC SOIL a~~D ROCI: TYPES IN~SITL', THE TR.{\SITIO~ VA1 BE GR.{DL.~L <br />l1'.{TER LEVEL OBSERV.gT10NS BORING STARTED 3_q_~9 <br />L i=_ q,j' vs'.D.IS 4.S p. B. BORING COMPLETED 3-9-99 <br />L ~rracon RIG C`j~'¢_,j FOREM1tAN DMj, <br />L I Water Checked 2 Days A.B. .aPPROt~ED DNII, loB p 21')95030 <br /> <br />