Laserfiche WebLink
<br />.h.~ . <br /> <br />.~ <br /> <br />25HR 7 HR <br />45 MIN. 15 MIN. <br />100 <br /> <br />HYDROMETER ANALYSIS * <br />TIME READINGS <br />60 MIN 19 MN. 4 MIN 1 MIN. <br /> <br />"00 <br /> <br />SIEVE ANALYSIS <br /> <br />U.S. STANDARD SERIES <br />"SO "40'30 "16 "10"8 "4 <br /> <br />CLEAR SQUARE OPENINGS <br />3/8- 314' 1'fl" 3' <br /> <br />"200 <br /> <br />90 <br /> <br /> <br /> 80 <br /> 70 <br />'" <br />~6O <br />~ <br /><f <br />Z 50 <br />~ <br />~ 40 <br /> 30 <br /> 20 <br /> 10 <br /> 0 <br /> 001 002 <br /> <br />LEVEE FILL <br />* WITH DISPERSIVE AGENT <br /> <br />'00 <br />952 191 36.1 76.2 127 200 <br />'52 <br /> <br />005 .009 019 037 <br /> <br />.074 149 .297 .590 1.19 20238 4.76 <br />0.42 <br />DIAMETER OF PARTICLE IN MILUMETERS <br />SANO <br />FINE MEDIUM COARSE <br /> <br />GRAvEL <br />fiNE COARSE COB8lES <br /> <br />CLAY (ptASTIC} TO SILT (NON-PLASTIC) <br /> <br />Sample of SAND. SILTY. GRAVELLY (SM) <br />From TP-2 @ 0 TO 2 FEET <br /> <br />10 <br />20 <br />30 <br /> 0 <br />40 ~ <br /> ~ <br />00 ~ <br />Z <br />60 g <br /> ~ <br />70 <br />80 <br /> <br />Q() <br /> <br />GRAVEL 32 % SAND 54 % <br />SILT&CLAL...l4__% UQUIDLlMIT ..2.4-% <br />PlASTCITY INDEX N P % <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 />"00 <br /> <br />SIEVE ANALYSIS <br /> <br />U.S. STANDARD SERIES <br />"SO "40"30 '16 "10"8 "4 <br /> <br />CLEAR SQUARt: OPENINGS <br />318" 314" 1'17" 3" <br /> <br />90 <br /> <br /> <br />"200 <br /> <br /> 80 <br /> 70 <br />'" <br />!!::: 60 - <br />~ <br />zOO <br />g40 <br />~ <br /> 30 <br /> 20 <br /> 10 <br /> 0 <br /> .001 .002 <br /> <br />LEVEE FILL <br />* WITHOUT DISPERSIVE AGENT <br /> <br />'00 <br />9.52 19.1 36.1 76.2 127 200 <br />152 <br /> <br />.005 .009 .019 .037 <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 />GRAVEL <br />fiNE COARSE COBBLES <br /> <br />CLAY (PlASTIC] TO SILT (NON-PlASOC] <br /> <br />Sample of SAND. SILTY. GRAVFII Y (SM) <br />From TP-2 @ 0 TO ;1 FEET <br /> <br />GRAVEL 32 % <br />S1LT&CLAv.........lA..% <br />PLASTICITY INDEX <br /> <br />SAND 54 % <br />LIQUID LIMIT ....2L % <br />NP % <br /> <br />JOB NO. 25,385 <br /> <br />Gradation <br />Test Results <br /> <br />. - -10 <br /> <br />20 <br /> <br />_. -3D <br /> <br />o <br />40 ~ <br />~ <br />.50 <br />z <br />-60 g <br />~ <br /> <br />- 70 <br /> <br />.80 <br /> <br />Q() <br /> <br />FIG. 10 <br />