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SAMPLE NO. SOURCE <br />I G Ross PIt <br />JOB NAME & LOCATION Material Description <br />Refuse Pile Expansion Filter- Layer I <br />Twenty Mile Coal <br />CLAY (plastic) to SILT (Non-Plastic) SAM GRAVEL COBBLES TO <br /> <br />Fine Medium Coarse <br />Fine Coarse BOULDERS <br />0 0 0 <br />0 <br />z <br />a <br />a. <br />f- <br />w <br />U <br />w <br />CL <br />0 0 " <br />o u? ° ? o Ln o0 <br />IN <br />°o <br />0 <br />10 <br />20 <br />m <br />30 0 <br />1 <br />40 <br />m <br />50 Z <br />m <br />v <br />60 <br />70 <br />80 <br />90 <br />100 <br />Size of Particles in Millimeters U.S. Standard Sieves Sieve Openings in Inches <br />HYDROMETER ANALYSIS (T88) SIM ANALYSIS (T11/T27) <br />GRADATION ANALYSIS <br />Job No. Date: Technician: <br />99-3963 2/2/10 JJ <br />SIEVE <br />SIZE PERCENT <br />PASSING SPEC. <br />LIMITS <br />3" 100 100 <br />2 1/2" - - <br />2" 100 90-100 <br />1 1/2" - - <br />1" 29 - <br />3/4" 15 - <br />5/8• - - <br />1/2" 13 - <br />3/8" - - <br />1/4" - - <br />NO. 4 11 - <br />NO. 8 10 - <br />NO. 10 - - <br />NO. 16 9 - <br />NO. 30 9 - <br />NO. 40 - - <br />NO. 50 8 - <br />NO. 80 - - <br />NO. 100 6 - <br />NO. 200 4.9 0-5 <br /> 1 <br />• = OUT OF SPECIFICATION <br />LL PI PL <br />AASHTO T89 AASHTO T9 0 <br /> <br /> W <br />MATERIAL SORT BY WEIGHT <br />FINES 5 % SANDS 6 7L GRAVELS 89 R COBBLES 0 x <br />BOULDERS <br />