Laserfiche WebLink
<br /> <br />• <br /> <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br />73 HR ] HR TIME READINGS U 5 SiANDARp SERIES CLEAR SQUARE OPENINGS <br />d5 MW. 15 MIN 00 MIN 19 MIN dMIN IMIN '700 '100 'S0 'd0'JO '10 '10'B 'd J/B' J/d' 1X' J' 3'O' B' <br />100; _. ._. _.._... __... .-.._ <br />~ _ ... .. ~: -._ - <br />~ I i _. <br />:: -_ __' <br />i .. -. -- ._ -... <br />1 is <br /> <br />I <br />f <br />I <br />~ <br />' I <br />BO ___ _~_ . __._.....__.____._..._ _y __._.-._ _ ~__~.._ .-.... -.- __~._ . . __ _ -_ .. __. ~ -: 70 <br /> ' <br />i <br /> 4 ~ I ~ J I l I /! <br />~ ' <br />~ <br />I <br />1 ' { <br />I f j I o <br />_ <br />H ~ ., _ . _ <br />__.. ..I .~ _ _ f _ .. .. _ _ .d0 Z <br />I I 1 t i i ! I ~ t i f ~~ ~ G <br />l <br />Z I i ~I ~ <br />_ <br />1 <br /> <br />T_ Z <br />„ <br />, 1 <br />! <br />~ I <br />1 ' <br />I <br />a <br />I .. ..._ <br />- <br />-._- <br />~ <br />~ <br />, ( <br /> <br />Jo - - <br />----- <br />--'-------------- <br />' <br />-- <br />-----~---- I <br />--f-- _-- <br />' _ <br />- ~ ~ <br />r <br />--- <br />! <br />- <br />=-- -' 70 <br /> <br />i f 1 t i <br />~' <br />20 ~___. ..__ 1 i i <br />._._,-_.. ..._~.._ - ~ i <br />_ ___-- I I i <br />~__-- _ <br />~ <br />' .: <br />-. _ <br />, f <br />. __ _ i I <br />_-_ _r.-. <br />I I ~ I I ! <br />I ' . <br /> <br />! ; ; <br />I ' t <br />i ~ <br /> f ~ ! ; t ! <br />! r; ~ + f <br />001 .002 .005 000 019 .077 Old .Id9 197 .590 1 tv 70 7.JB d 76 9.57 191 J61 70.7 177 700 <br /> 0 d2 132 <br /> DIAMETER OF PARPCLE IN MILLIMET ERS <br /> C <br />A P <br />71C <br />I <br />P <br />Si1 <br />i0 <br />i SAND GRAVEL <br /> Y ( <br />$ <br />L <br />) <br />(NON~ <br />LA <br />LA5 <br />L <br />C) FWE MEDIUM COARSE FINE COARSE COBBLES <br />Sample Of COAL. REFUSE. BLACK GRAVEL 26 % SAND 24 % <br />FTOm TH-206 AT 39 FEET SILT&CL4Y 48 % UQUID LIMB=% <br />PIASiICfIY INDEX - % <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />73 HR. 7 HR 7 <br />d5 MW. 13 MW. _T <br />OO <br />100: - ~ __- 1ME REA <br /> <br />MW _79 <br />{ DINGS U 5 STANDARD SERIES CLEAR SQUARE OPENIN <br />-__ .IN 1 MW. '700_100 ---_50_d0_JO _16 _10'B _ - _~?.---- J/B' J/d'-_-1'h' J <br />MIN d M <br />~ I I _.._ i I ~ i I T ~ ~ -~- <br />I ~ GS <br />' 3' _B' <br /> <br />{ -I-I 0 <br />i r <br />i i ` <br />I_ ~ }_L 1 <br />- <br />' I I I <br />~ <br />170 <br />BO ~_ - T__ <br />- ~ <br />r <br /> <br /> <br />I <br />W SOi _i i <br />~-I <br />~- ~--~--~ W <br />50 i <br /> <br />~ ~ I <br />JO I I I -1 . I .--. .. - <br />-.. <br /> <br />f . <br />- - <br />- <br />~ <br />_ ' ' 70 <br /> <br />20 _. - <br />- <br /> <br />o <br />~~ <br />LL1 <br />~ <br />. - =f <br />- _ <br />~~~L - - -- <br />- .Lao <br />.001 .007 .003 .009 .019 .OJT .07d .1d9 .297 .590 1.19 7.07.JB d.76 0.32 19.7 J0.1 767 127 700 <br />O.d7 152 <br />DUUAETER OF PARTICLE IN MILLIMETERS <br /> CLAY <br />P <br />TO SI <br />ELASTIC <br />T <br />C <br />T SAND GRAVEL <br /> ( <br />LAS <br />I <br />) <br />(NON- <br />) <br />L FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sdmpleof RESIDUAL OVERBURDEN SOIL GRAVEL 7 % SAND 30 % <br />• From BULK SAMPLE FROM OUTSIDE PILE SILT&CLAV 63 % U9UID LIMB 37 % <br />PLASf1CffYINDEX I6 % <br />Gradation <br />JOB N0. 22,478 Test Results FIG. B-9 <br />