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HYDROMETER ANALYSIS <br />SIEVE ANALYSIS <br />I <br />Time READINGS U.S. STAND SERIES <br />25116, 7 441? 46 MN 16 MIN. 50M44, 19 MIN 4 MIN, 1 MIN *200 *100 *50'4030 • 16 *408 <br />100' <br />70 <br />50: <br />30 <br />20 " <br />10 - <br />001 005 <br />60° - <br />50- <br />40. . <br />20 <br />Joe NO. 16,768 <br />CLAY {PLASDC) TO SC (NON-PLASTIC) <br />Sampleof CLAY VERY SANDY (CL) <br />From TRENCH AT 0 TO 7 FEET <br />HYDROMETER ANALYSIS <br />SIEVE ANALYSIS <br />TimE mADR,Ias <br />25 RR. 7 MP US. STANDARD SERIES <br />46 MIN. 16 MIN. 60 N1IN, 19 MIN 4 MIN' 1 MIN. '200 ' 100 *60 ' 40 • 30 4 16 '10 '8 <br />100 , <br />. , <br />90, . ,. <br />„ . . <br />. , <br />, . <br />7C ' . . <br />019 037 074 149 ,297 :560 4 19 2 0 2 38 416 9,52 19a 361 762 127 200 <br />152 <br />0.42 <br />DIAMETER OF PARTICLE iN MILLIMETERS <br />N <br />Sample of GRAVEL, SANDY (GP) <br />From TRENCH AT 7 TO 10 FEET <br />Dim lc <br />CLEAR SQUARE OPENINGS <br />*4 318” 314 41/2* 3 5 <br />GRAVEL <br />COA <br />GRAVEL 8 % SAND 45 <br />SILT & CLAY 53 % LIQUID LIMIT 24 % <br />PLASTICITY INDEX 10 <br />CLEAR SQUARE OPENINGS <br />'4 3/8 3P1* 116 3' <br />20 <br />60 <br />10 <br />30 <br />001 .005 .006 .016 .037 .074 140 .297 .590 1.19 2,0 2.38 4, 76 952 19.1 36.1 76,2 127 200 <br />0.42 <br />ETER OF PARTICLE IN MILLIMETERS <br />Gradation <br />Test Results <br />152 <br />50 <br />60 <br />7 0 <br />80 <br />GRAVEL 80 % SAND 16 <br />SILT & CLAY A % LIQUID LIMIT % <br />PLASTICITY iNDfx <br />FIG. 3 <br />