Laserfiche WebLink
<br />i HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SGUARE OPENINGS <br />45 MIN. 15 MIN. 60 MIN. 79 MIN. 4 MIN. 1 MIN. ^200 '100 •50 '40 30 96 90 'B '4 3I6' 314^ iX^ 3' S'6^ 6' <br />100 <br />90 <br />80 <br />z 70 <br />h <br />a 60 <br />30 <br />20 <br />10 <br />0 <br />U 50 <br />C <br />W <br />a 40 <br />0 <br />10 <br />20 <br />0 <br />30 i <br />6 <br />40 w <br />o: <br />r <br />50 w <br />U <br />K <br />W <br />60 a <br />70 <br />e0 <br />90 <br />1N1 <br />.001 0.002 .005 .009 .079 .037 .074 .149 .29] .590 1.19 2.0 2.36 4.76 9.52 19.1 36.1 ]6.2 127 200 <br />0.42 152 <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />Sample of SAND, SILTY (SM) <br />From S-5 <br />GRAVEL 0 % SAND 58 <br />SILT & CLAY 42 % LIQUID LIMIT - <br />PLASTICITY INDEX - <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR. ] HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS <br />45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 •50 '40 '30 96 '10 '8 '4 3/6' 3/4` 1%- 3- 5'6. 6- <br />100 <br /> 0 <br />eo - - <br /> 10 <br />60 - - - _._ _.. --- --- ~ - ~ '~ - zo <br /> ..- <br />- - - - - - <br />70 _ ~ - - <br />z I <br />- <br />- <br />- 30 i <br />W _.. <br />. 1 <br />i - . <br />i_ ~ <br />i _ <br />Q <br />a60 ~~ -~~~ ~~ ~ -~ - !0 w <br /> ". .--. ~.- _ ~. _ _ .._ ~. . <br />F <br />U 50 _ F <br />w <br />~ <br />m <br />- <br />- <br />.. ~ <br />~ . <br />- i <br />_-_.. ~ <br />- <br />- - <br />~ 50 <br />K <br /> <br />a q0 W <br /> 60 a <br />30 _ - ... ~ - -__ - -~. --- ... ~ "_. 70 <br /> <br />20 O <br /> B <br />10 - - - - - -' - - - 90 <br /> - _ <br />p - - --. _. '- __. ---- . . 100 <br />.00 1 0.002 .005 .009 .019 .037 .0]4 .149 .29] .590 1.19 2.0 2.38 4.78 9.52 19.1 36.1 76.2 12] 20 0 <br /> 0.42 152 <br /> DIAMETER OF PARTICLE IN MILLIMETERS <br /> CLAY (PLASTIC) TO SILT (NON-PLASTIC) SANDS GRAVEL <br /> FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SAND, SILTY (SM} <br />From S-6 <br />JOB NO. 32,637 <br />GRAVEL 3 % SAND 53 <br />SILT & CLAY 44 % LIaUID LIMIT - <br />PLASTICITY INDEX - <br />Gradation <br />Test Results FIG. A-4 <br />