Laserfiche WebLink
.~ <br />j LOG OF TEST BORING NO. 3 page 1 of 1 <br />CLIENT AR(:Hll Et:llENGINEER <br />I <br />Orr Land Campan}~ <br />SITE weld County Roads 64 & 29 PROJECT <br />weld Count}, Colorado I Gravel Study <br /> SAM PLE S TESTS <br /> -~ <br />~ ae ~- <br />~ o <br />z =x <br />F <br /> } ~ cti x o <br />U DESCRIPTION ~' ~ u~.l > ZN ~ ~ Z`~ p?u <br /> ~ ~ to o , 3 H ° U~ ~~? <br /> ~ N <br />:7 .4pproz. Su: face Elev.: ft. ~ Z F- ~ aim ~ Do. ~inn <br />. _ICSe <br /> 0.5 PS IL S 1 18" 5 17 33/7/41 <br /> SM <br /> SILTY CLAYEY SAND <br /> Brown, moist, loose <br /> 3.0 <br /> SILTY SAND ~_ <br /> Brown, mois[ [o wet _ _ _ _ <br /> Very loose ~ <br /> <br /> <br />8.0 I <br /> <br />'~ WELL GRADED SAND WITH GRAVEL <br />~ <br />~ AND COBBLES SW 3 SS 12" 14 12 <br />~_~ Tan, wet, medium dense 10 <br /> Cobbles 3-4" max typical <br /> <br />n' . I _i <br />i -~~ <br />~.;..i~ 14.0 <br /> WEATHERED S[LTSTONE 4 SS L2" 19 24 <br />^. 15.0 Brown, moist, soft S <br /> 1 <br /> BOTTOM OF BORING <br /> <br />1 i ~ <br /> <br />E STRATIFICATION LINES REPRES EM1T THE APPROXI AIATE BOUNDA RS LI\FS <br />i ~~'EEN SOIL AND ROCA TYPES IN-SITU, THE TRANSITION' AIAY' BE GRADUAL. <br />WATER LEVEL OBSER\'.gTIONS BORING STARTED 3-9-99 <br />3.7' \\'.D.'= 3.G' .4•B. <br />- - BORING COM1JPLETED 3-9-99 <br /> 1 ~rr~con RIG CbLE-75 FOREn1.AN DhIL <br />\\L ~ 4\'ater Checked 2 Days A.B. .+.PPtto~EU ll~u, JOB ~ 21)95030 <br /> <br />