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<br />'t-'~< <br />i ;: <br />~,:t';j:. <br /> <br />-.,.; <br /> <br />~ <br /> <br />2SHR 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 />SIEVE ANAL VSIS <br /> <br />"200 <br /> <br />"00 <br /> <br />U_S STANDARD SERIES <br />"50 '40'30 "16 "10"8 "4 <br /> <br />CLEAR SQUARE OPENINGS <br />3/8R 314R 1'h" 3" <br /> <br />5"0" 8R <br />o <br /> <br />QO <br /> <br /> <br />10 <br /> <br /> 80 <br /> 70 <br />" <br />i\60 <br />~ <br />~ <br />Z 50 <br />g 40 <br />~ <br /> 30 <br /> 20 <br /> 10 <br /> 0 <br /> ,001 .002 <br /> <br />20 <br /> <br />30 <br /> <br />o <br />40 Z <br />~ <br />OO~ <br />Z <br />~g <br />~ <br /> <br />FOUNDATION SOILS <br />* WITH DISPERSIVE ,AGENT <br /> <br />70 <br /> <br />80 <br /> <br />QO <br /> <br />.005 ,009 .019 037 <br /> <br />074 .149 297 .590 1,19 202,38 4.76 <br />0.42 <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />SAND <br />FINE MEDIUM COARSE <br /> <br />tOO <br />952 19,1 361 762 127 200 <br />152 <br /> <br />CLAY (PLASTIC:) TO SILT (NON-PlASTlCI <br /> <br />GRAVEL <br />FINE COARSE COBBlES <br /> <br />Sample of SAND. CLAYEY. SLIGHTLY GRAVEllY (SC) <br />From TP-l @ 7 TO 8 FEET <br /> <br />GRAVEL 9 % SAND 54 % <br />SILT&CLAv-3.L% LIQUID LIMIT -.3.4...% <br />PlASTICITY INDEX 1 5 % <br /> <br />~g ~~N. 1& t},~N <br />100 <br /> <br />HYDROMETER ANAL VSIS * <br />TIME READINGS <br />60 MIN. 19 MIN. 4 MIN_ 1 MIN. '200 <br /> <br />SIEVE ANAL VSIS <br /> <br />.'00 <br /> <br />U.S, STANDARD SERIES <br />'SO "40"30 "16 "10"8 "4 <br /> <br />CLEAR SQUARE OPENINGS <br />3f8" 314" 1'h~ r <br /> <br />5~6" 8~ <br />o <br /> <br /> <br /> <br />10 <br /> <br />QO <br /> <br /> 80 <br /> 7C <br />" <br />~ 60-- <br />~ <br />Z SO, <br />i40 <br /> 30 <br /> 20 <br /> 10 <br /> 0 <br /> .001 .002 <br /> <br />..~ 20 <br /> <br />----~--..... - -.- - -~30 <br /> <br />FOUNDATION SOILS <br />'* WITHOUT DISPERSIVE AGENT <br /> <br />o <br />~-------- ----.-.------- ----..40 Z <br />~ <br />.' ._--so a <br />. : Z <br />. ~60 ~ <br />. ~ <br />. ~ ~..-, 70 <br /> <br />H ..:80 <br /> <br />QO <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 />100 <br />9.52 19,1 36.1 76.2 127 200 <br />152 <br /> <br />CLAY (PlASOCl TO SILT (NON-PlASOCl <br /> <br />GRAVEL <br />fJNE COARSE COBBLES <br /> <br />Sample of SAND. CLAYEY. SLIGHTlY GRAVELLY (<;r.) <br />From TP-l @ 7 TO 8 FEET <br /> <br />GRAVEL Q % <br />SILT & ClAL..3.L% <br />PLASTICITY INDEX <br /> <br />SAND 54 % <br />LIQUID LIMIT --3!.. % <br />15 % <br /> <br />J08 NO. 25,385 <br /> <br />Gradation <br />Test Results <br /> <br />FIG. 9 <br />