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<br />25HR 7 HR <br />45 MIN. 15 MIN <br />100 <br /> <br />HYDROMETER ANALYSIS <br />TIME READINGS <br />60 MIN 19 MIN. 4 MIN 1 MIN <br /> <br />QO <br /> <br />80 <br /> <br />70 <br /> <br />" <br />Z 60 <br />~ <br />"SO <br />~ <br />::e 40 <br /> <br />30 <br /> <br />20 <br /> <br />10 <br /> <br />o <br />001 <br /> <br />002 .005 009 019 .037 <br /> <br />ClAY (PlASTlCl TO SILT (NON-PlASTlCI <br /> <br />~r') .;, '~~") <br />h.(' ;-".., <br /> <br />,,'" <br /> <br />~ <br /> <br />SIEVE ANALYSIS <br /> <br />.200 <br /> <br />V.S STANDARD SERIES <br />.50.40.30 .16 .10.a .4 <br /> <br />"6- 8~ <br />0 <br />10 <br />20 <br />30 <br /> '" <br />40 :l' <br /> ~ <br />00 :!! <br />" <br />60 g <br /> ~ <br />70 <br />80 <br /> <br />CLEAR SQUARE OPENINGS <br />3/8~ 3W 1%~ 3~ <br /> <br />'100 <br /> <br /> <br />LEVEE FILL <br /> <br />QO <br /> <br />.074 149 .297 .590 1.19 2.02.38 4.76 <br />0.42 <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />SAND <br />FINE MEDIUM COARSE <br /> <br />100 <br />9.52 19.1 36.1 76.2 127 200 <br />152 <br /> <br />GRAVEL <br />FINE COARSE COBBLES <br /> <br />Sample of SAND. r.1 AYFY. GRAVFII Y (Sr.) <br />From TP-l @ 0 TO 4 FEET <br /> <br />25 HR. 7 HR <br />45 MIN. 15 MIN. <br />100 <br /> <br />HYDROMETER ANALYSIS <br />TIME READINGS <br />60 MIN. 19 MIN. 4 MIN. 1 MIN. <br /> <br />QO <br /> <br />80 <br /> <br />7C <br /> <br />" <br />Z 60 <br />~ <br />Z 50 <br />~ 40' <br />~ <br /> <br />30. <br /> <br />20 <br /> <br />10 <br /> <br />o <br />.001 <br /> <br />.002 ,005 ,009 .019 .037 <br /> <br />CLAY [PlASTIC} TO SILT (NON-PlASTIC) <br /> <br />GRAVEL 111 % <br />SilT & CLAY .2lL. % <br />PlASTICITY INDEX <br /> <br />SAND 4? % <br />UQUIDlIMIT -33-% <br />10 % <br /> <br />SIEVE ANAL VSIS <br /> <br />'200 <br /> <br />U.S. STANDARD SERIES <br />.SO .40.30 .16 .10.8 .4 <br /> <br />CLEAR SQUARt: OPENINGS <br />3/8' 3f4" 1'11:' 3" <br /> <br />'100 <br /> <br /> <br />. 10 <br /> <br />-,20 <br /> <br />-30 <br /> <br />'" <br />.. -.-, .-.40 i <br /> <br />-- - T':'-~SO z <br />~ <br />~ <br /> <br />, . <br />.___ .__J_~ <br /> <br />.~60 <br /> <br />.,- -- ~70 <br /> <br />LEVEE FILL <br /> <br />u':80 <br /> <br />i: <br /> <br />QO <br /> <br />.074 .149 .'197 .590 1.19 2.02.38 4.76 <br />0.42 <br />DIAMETER OF PARTICLE IN MllUMETERS <br />SAND <br />FNE MEDIUM COARSE <br /> <br />100 <br />9,52 19.1 36.1 76.2 127 200 <br />152 <br /> <br />GRAVel <br />FINE COARSE COBBLES <br /> <br />Sample of SAND. CLAYEY. GRAVELLY. COBBl 'f <br />From TP-3 @ 3 TO 5 FEET <br /> <br />JOB NO. 25,385 <br /> <br />(Sr.) <br /> <br />GRAVEl 47 % <br />SILT & ClAY .....lL % <br />PlASTICITY INDEX <br /> <br />SAND 38 % <br />lIQUID LIMIT ...2.9.-% <br />7 % <br /> <br />Gradation <br />Test Results <br /> <br />FIG. 8 <br />