Laserfiche WebLink
SAMPLE NO. SOURCE <br />2G Ross PIt <br />JOB NAME & LOCATION Material Description <br />Refuse Pile Expansion <br />Twenty Mile Coal Filter Layer II <br />CLAY <br />Pl <br />ti <br />t <br />SILT <br />N <br />Pl <br />ti SAND GRAVEL COBBLES TO <br />as <br />( <br />as <br />c) <br />o <br />( <br />on- <br />c) Fine Medium Coarse Fine Coarse BOULDERS <br />° <br />z <br />a <br />0- <br />z <br />U <br />o: <br />w <br />a <br />10 <br />20 <br />'D <br />m <br />30 n <br />m <br />z <br />40 <br />m <br />v <br />502 <br />m <br />v <br />60 <br />70 <br />80 <br />SIEVE <br />SIZE PERCENT <br />PASSING SPEC. <br />LIMITS <br />3" - - <br />2 1/2" - - <br />2" - - <br />1 1/2" 100 100 <br />in - - <br />3/4" 96 90-100 <br />5/8" - - <br />1/2" 87 - <br />3/8" 81 - <br />1/4" - - <br />NO. 4 71 - <br />NO. 8 62 - <br />NO. 10 - - <br />NO. 16 53 - <br />NO. 30 39 - <br />NO. 40 31 - <br />NO. 50 - - <br />NO. 80 - - <br />NO. 100 17 - <br />NO. 200 9.3 0-20 <br /> <br />• = OUT OF SPECIFICATION <br />Size of Particles in Millimeters U.S. Standard Sieves Sieve Openings in Inches <br />HYDROMETER ANALYSIS (T88) SIEVE ANALYSIS (T11/T27) <br />90 <br />100 <br />LL PI PL <br />AASHTO T89 AASHTO T9 0 <br /> NP <br /> P <br />05 <br />GRADATION ANALYSIS MATERIAL SORT BY WEIGHT <br />Job No. Date: Technician: ....d.-. """"''?"" <br />99-3983 2/17/10 JJ FINES 9 SANDS 62 GRAVELS 29 x BOU DERS o '? me ` 0" <br />??mm <br />In Ln <br />0