Laserfiche WebLink
<br /> HYDROMETER ANALYSIS SIEVE AN ALYSIS <br /> <br /> <br />100 TRIE IYAOINOS <br />Nq )IR O.S. S)AMOARD SEpES GLEAR 30YANE OIENIMOS <br /> <br />0 <br /> <br /> 10 <br />y0 <br /> <br />S0 m <br /> <br /> ~ <br />]0 <br /> <br />W ~ <br /> <br /> <br /> <br /> <br />~ ~ <br /> <br /> ~ <br />30 <br /> <br />ZO p <br /> <br /> 110 <br />10 <br /> <br />O 100 <br /> I <br />.13j 2 1 <br />DIAMETER OF PARTICLES IN MILLIMETERS <br />CLAY TO SILT FINE SA MEDIUM COARS FINEGRAVECOARSE COBBLES <br />GRAVEL ISX SAND 46X SILT AND CLAY 5X <br />40UID OMIT NV PLASTICITY INDEX NP <br />SAMPLE OF: Poorly Grodsd Crarsl with Sand FROM: Sample 1 - E:isting East PN Slops -TOE o1 Slops <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> TIME REAOINOS <br />xn) Nq N.S. S)AMd1R0 SERIES CUiAR SOUM[ OPENINGS <br />too 0 <br /> <br />so to <br /> <br /> <br />w ao <br /> <br />0 30 <br />) <br /> <br />~ ~ <br /> <br /> <br />~ ~ <br /> <br />w w <br /> <br />w ) <br /> o <br /> <br />ao tlo <br /> <br />to o <br /> R <br /> <br />o too <br /> .slid i . <br />DIAMETER OF PARTICLES IN MILOMETERS <br />CLAY TO SILT FINE MEDIUM COARS FINECRAVECOARSE COBBLES <br />GRAVEL t3% SAND ~S% SILT AND CLAY 10X <br />40UID OMIT 23 PLASTICITY INDEX 3 rn~ t~ ~~ apply wsr b Mw <br />SAMPLE OF: Poorly Grodsd Grorsl FROM: Sample 2 - E:IsRny East Pit ~ pari ~gwjl nei ~' ~ <br />wlth Sand antl SIN Slops - Middb of Slops ~ In mn..NMUI In. w~i ~'~ <br />app^m~W~ulmualrYq! MpwwlbaMnr.W M <br />rawNanpr ANN AS1M 01]I. ASIN Ct]E <br />mdla ASIY D11~0, <br />06-1-556 Kumar & Associates GRADATION TEST RESULTS Fig. 2 <br />a <br />~} <br />s <br />i <br />