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L~~ ~~ ~~RiiN~ ~C <br />~ <br />'~ <br />= <br />_ <br />_ <br />Page 1 of 1 <br />_ <br />CLIENT _ <br />..~_ <br />Rollin Consultin j <br />SITE NW of WCR 18 and 25 !PROJECT <br />Weld Couttty, Colorado ~ Gravel Evaluation <br /> i SA MPLE S TESTS <br /> <br /> <br />~ i <br /> <br />I <br />1 , <br />I DESCRIPTION ~ I <br /> <br />U I <br />= <br />C <br />Z } <br /> <br />N ~ <br /> <br />W <br /> <br />~ w <br /> <br />> ~ I z <br /> <br />i K W <br /> <br />~ zF <br /> <br />Z <br /> O <br />o <br />( <br />rt <br />~ o l ~ z } z m 3c°> o o. N <br /> TOPSOIL <br /> <br /> SANDY SILTY CLAY, moist, brown CL to G R 27.4 <br /> (CL-ML) ML J <br /> 3.5 l <br /> <br />POORLY GRADED SAND WITH SILT l <br /> , - <br /> moist to wet, brown (SP-SM) 5 SM 2A G R 14.9 <br /> <br /> <br /> WELLGRADED SAND WITH GRAVEL, <br /> gravel 1"max, wet, redddishlbrown (SW) <br /> SW 3A G R 14.7 <br /> ~o <br /> <br /> SW 4A G R 15.0 <br /> t6 <br /> ( gravel lens at 18' ) <br /> 20 SW 5A G R 11.1 <br /> <br /> <br /> SW 6A G R 14.4 <br /> 25 <br />,' 27 ravel lens at 26' <br /> BEDROCK, claystone, moist, gray <br /> <br /> 30 7A U> 22 <br />4 <br /> 30 ~ ~ . <br /> END OF BORING ~ <br />1 ( j <br />! <br /> <br />i <br />! <br /> <br />i <br /> <br />~ <br />( <br /> <br /> <br />: <br /> <br />I <br />I <br /> <br />I <br />f <br /> <br />~ <br />I <br />I <br />r <br />1 <br />! <br />'..e .:ra6ficavon lines represent ,he ;pprozimata bourtlary lines <br />_::.ean so~i ane rocs Type>: ~a-situ. the trnsitien may oe u'radaai. <br />bt~A-ER LEVEL OBSERVATIONS, R BORING STAR; ED 12-:5-03 <br />VJL = 4.0 4VD , <br />_~-'--- ING CO <br />12 1 <br />~ <br />IS <br />WL ~ _ <br />r 1 f~ rr aeon RIB.' <br />N1E 75EFOREN1AN <br />JSD <br />_ <br />~1rL j JOB T 21035' 1 r <br />