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L~C <br />z ~~ ~a~(~G ~~. B-2 <br />, <br />Page 1 of 1 <br />_---..,__ <br />-~- <br />CLIENT <br />Rollin Consultin i <br />SITE NW of WCR 18 and 25 PROJECT <br />Weld Coun ,Colorado Gravel Evaluation <br /> i I SA MPf_ES TESTS <br />(7 ~ i J ~ <br />O ~ ~ ~ i <br />1 <br />' I <br />~ ~ ' ~ + <br />Oa <br />i <br />~~ DESCRIPTION g i f W Z I LLF <br />S I ~ <br />= N a <br />W > V) KW Z ZZ <br />Q G U `L d ~ d FW-Z > l O5 <br />~ O ~ Z Fr- ~ © 3~ O al ~ti <br /> TOPSOIL <br /> <br /> <br />LEAN CLAY, moist, dark brown (CL) CL 1A G R 19.OI <br /> - <br /> 3 - <br /> SILTY SAND, moist, brown (SM) <br /> ~' SM 2A GF R 8.5 <br /> ~ <br /> <br /> WELL GRADED SAND WITH GRAVEL, <br /> 11 112" max, wet, reddish/brown I <br /> SSW) ( <br /> SW 3A G R 11.5 <br /> ~a <br /> <br /> SW 4A G R 13.9 <br /> 15 <br /> <br /> SW 5A G R 13.0 <br /> 2~ ~ <br /> <br /> SW 6A G R 10.5 <br /> 25 <br />' 26 <br /> BEDROCK, claystone, moist, gray <br /> <br /> <br />~ 30 7A G2 ,R 16.9 <br /> END OF BORING 30 <br />( <br /> <br />1 <br />i <br /> <br />I <br />I <br /> <br />I <br />~ <br />' <br /> <br /> <br />~ ~ <br /> <br /> <br />~ <br />I I <br /> <br />~ <br /> <br />, I <br />I <br />I <br />'.. stranfica!ioe iine5 ~zGreser; ~~e aot%roximatz oeurdary firzs <br />3a5ve6r, setl antl rocs topes::^-silu. the !ra~sition may be gn~ua7. <br />6V.A i ER EVE. G5SER'/l~TiONS. ~: BORING STAR?ED 12-19-03 <br />?.5 WD~ IN <br />2 ' <br />~D <br />WL +~ 1 ~~rr~con G C CiVIE-75 <br />JSD. <br />FOREA4AN <br />RfG <br />WL i J08~ 25035117 <br />