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Huddleston-Berry Engineering & Testing, LLC- GRAIN SIZE DISTRIBUTION <br />` <br /> - <br />` 640 White Avenue, Unit B <br /> Grand Junction, C0 8,T501 <br /> _ 970-25568005 <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 INC HES I U.S. SIEVE NUMBERS I HYDROMETER <br /> 6 4 3 2' 1.5 1 1/23 3 4 6 810."1416 20 30 40 50 60 100140200 <br /> 100 <br /> <br /> <br /> <br /> <br /> 1 11 Q I <br /> <br /> I <br /> 70 <br /> <br /> <br /> S <br /> <br /> <br /> <br /> m <br /> w <br /> z <br /> ILL <br /> z <br />W <br /> <br /> M <br /> W <br />a <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> 11 <br /> GRAIN SIZE IN MILLIMETERS <br /> <br />Q <br />a <br /> <br /> Specimen Identification Classification LL PL PI Cc Cu <br />g • B-2, SS3 12107 SIL-TY SAND(SM) NP NP NP <br /> M B-3, SS1 12/07 ; <br />a <br /> • B-3, SS3 12107 SILTY SAND(SM) NP NP NP <br />a <br /> <br /> Specimen ,Identification D100 D60 D30 D10. :%Gravel. %Sand %Silt. %o -lay <br /> ' <br /> B-2, SS3 12/07 19 CIA 6 <br />11 0.086 7.1 69.9 23.0 <br /> M B-3, SS1 12/07 19 0:597 0:098 27.3 47.6 25.1 <br />W ? B-3, SS3. 12107 9.5 0.181 8.8 58.4 32.9 <br />y <br />2 <br /> <br />V <br /> <br /> <br />95 <br />90 I <br />85 <br /> <br />80 <br />75 <br /> <br />I I <br />65 <br />60 <br />55 <br />50 <br />I <br />45 <br />40 <br />35 <br />30 <br />25 <br />20 <br />15 <br />10 <br />5 . <br />0 il . <br />'10 0 10 1 0.1 0. 0 1 0.00 <br />B GRAVEL SAND _ <br />COB <br />LES- <br />coarse <br />fine <br />coarse <br />medium <br />fine SILT OR CLAY