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<br />LOG OF TEST BORING NO. 5 <br />Page 1 of 1 <br />CLIENT ARCHITECT/ENGINEER <br />Orr Land Company <br />SITE Weld County Roads 64 & 29 PROJECT <br />Weld County, Colorado Gravel Study <br /> SAM PLE S TESTS <br />CJ m ~ F ~ <br />o ~ r } ~ m F <br /> <br /> <br />~ DESCRIPTION _ ~ <br />m ~ <br />> ", <br />z ~ <br />~ <br />o ZC <br />7 <br />z <br /> ~ U ~ ~ O a <br />~ O ~ o <br />Z~ <br /> <br />v <br />Approx. Surface Elev.: fi. <br />o <br />~ <br />z <br />F <br />~ . <br />vtm <br />f V <br />oa. ~ <br />zinc <br /> 0.~ P IL " <br />'~i. " SANDY LEAN CLAY <br />~~ Brown, moil[ to we[, medium <br /> <br />~ <br />, <br />j <br /> I <br /> ~ J <br /> I <br /> 5 <br />~'/ <br />,/ <br />i. 7.5 <br />0.' WELL GR4DED SAND WITH GRAVEL <br />e . <br />[ ., Tan, wet, medit~ dense <br />`~'o SW ~ SS 1?" 23 ]6I <br />~' <br />6 e 10 <br />ti/. <br />/ <br />. <br />~ ;~ <br /> 13.0 <br /> 1C A D AND T <br />"~ Tan, moist, poorly cemented <br /> 3 SS 12" 19 32 <br />~~~ 15.0 <br /> B M B NG <br /> <br /> <br />I 15 <br />I <br />I <br />I{E STRATIFICATION LINES REPRESENT THE.>PPROXIMATE BOUND.{Rl' LINES <br />ET~~ EEh' SOIL .i\D ROC(: TYPES. IN~SITL, THE TRANSITION hiA 1' BE GR.4DUA L. <br />\1~.4TER LEVEL OBSERVATIONS BORING S'I~.4R1~ED 3-9-'19 <br />t~L '__ q j~ LS'. D.(= ,~.~~ A.B. BORWG COhIPLETED 3-9-99 <br />SL ~ ~rr~con RIG CME-75 (FOREMAN Dn>z <br />VL Water Checked 2 Dar•s A.B. APPROVeD DMI, JOB ~' 21995030 <br />t <br />1 <br /> <br />