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?..._ Huddleston-Berry Engineering&Testing,.LLG GRAIN SIZE DISTRIBUTION <br /> 640 White.Avenue, Unit.B. <br /> Grand Junction, CO 81501 <br /> 971)=255-8005 <br /> ' 970-255-6818 <br /> CLIENT United Companies PROJECT NAME Tri- County Gravel <br /> PROJECT NUMBER 576-07 PROJECT'LOCATION Crawford <br /> U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER <br /> 6 4 3 2 15 1 4 1121 J$ 3 4 6 810.1416 20 30 40 50 60 100 140 200 <br /> 100 <br /> <br /> <br /> <br /> <br /> <br /> l <br /> <br /> <br /> <br /> <br /> <br /> , d <br /> <br /> I,- <br /> t? <br /> w <br />3 <br /> m <br /> a: <br />W <br /> z <br /> <br /> <br /> w <br />U <br /> <br /> <br />W <br />o_ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> 1 0.1 0:01 0.0 01 <br /> GRAIN SIZE IN MILLIMETERS <br />A <br />BBLES <br />GRAVEL <br />SAND <br /> L SILT OR CLAY <br />a <br /> <br /> Specimen Identification- Classification LL PL PI Cc Cu <br />g • B-1, SS2 - 12107 <br /> M B=1, SS3 12107 SANDY SILT(ML) NP NP NP <br />5 A B-2, SS2 12107 CLAYEY SAND with GRAVEL(SC) 26 18' 8 <br />a <br />c? <br />J <br /> <br /> Specimen Identification D100 D60 D30 D10. %Gravel %Sand %Silt %-0Clay <br /> 9-1, SS2. 12107 19 4.786 0.253 40.1 46.9 13.0 <br /> M B-1, SS3 <br />12107 _ 9.5 0..104 2.2 46.7 51.1 <br /> . <br />B-2, SS2 - 12/07 9.5_ .0.449 0.087 19.3 53.3 27.3 <br />to <br />2 <br />Q <br /> <br /> , <br /> <br />95 •I <br /> <br />90 i <br />85 <br />80 <br />I <br />75 <br /> <br />70 i I <br /> <br />65 <br /> <br />60 <br />55 <br /> <br /> <br /> <br />t <br /> <br />i <br />50 <br />45 <br />40 <br />35 <br />30 <br /> <br />25 <br />20 I <br />15 <br />10 <br />5 <br />I <br />0 <br />? <br />100 <br />10 <br /> <br /> coarse fine coarse ? medium I fine.