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<br /> <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />95 NR ) Nq TNF REApING$ V.S SiAtAMO SEPIE6 GIEM SWARE CPENIN66 <br />dS NW. 16 MIN. 60 MIN. 18MW. d MIN. i MtN. '200 '10p •Sp YO '90 "1fi •10'8 '/ %' SM• in' 0' S'6. 6' <br />160 0 <br /> <br /> <br />90 ID <br /> <br />80 10 <br /> <br /> <br />>0 30 <br /> <br />60 dD <br /> <br /> <br />lY ~ ~ <br /> <br /> <br />dD 6D u <br /> <br /> <br />6D ro <br /> <br /> <br />m w <br /> <br /> <br />lD m <br /> <br />D +m <br />.001 0.002 .00.5 .DOB .OB9 A0T .Did .HO 2W .690 L18 2.02.66 d]fi 0.51 19.1 36.1 T62 4) 200 <br />D d1 6u <br />pPMETEROF PAgIICLE IN NILLIMEfEg6 <br />CLAY(PVSTIL)60511T (NQYPLASTICI 6NA6 GBAVEI <br />FINE ~ MEDIUM 60.AN6E FINE LMNSE COBBLES <br />Somple Of SAND, GRAVELLY SILK (SC-SM) GRAVEL 2g % SAND qD % <br />FrDm TH • 7 AT 4-9 FEET SILT a CLAY 31 % LIQUID LIMIT 22 % <br />PLASTICITY INDEX 5 % <br />• <br /> <br />MYDROMEi Eq ANALYSIS SIEVE ANALYSIS <br />26 Nq. TR0. TIME REAOwn6 - U.S 6'IANOMO6EWE6 CIEM SWARE OPENIN65 <br />16 N9i. 15 M9A 60 A6D110 MIN, dMIN. INW: '2pD '1W 'S0 YO '30 '16 'f0'e •d O/0' Yd' In' 0' S'6• B' <br />pp D <br />t <br />I <br />I <br />90 10 <br /> <br /> <br />~ 20 <br /> <br /> <br />~ ~ ~( <br />0 i <br />6~ ~ C <br /> <br /> <br />~ ~ <br />~ <br /> <br />ID W <br /> <br /> <br />~ ro <br /> <br /> W <br />1D <br /> <br />to ED <br /> <br /> +aD <br />001 0002 .006 .009 .019 .03i .Old ,LIB 19) 590 1.1B 1.01.38 d.T6 0.61 IB.t 36.1 )62 1~ 10 <br />O.a3 153 <br />OIAMEfEP OF 9APTICLE IN MJLLIARTEf1$ 0 <br />6PN65 <br />NP <br />Y <br />P <br />t6TIC <br />TO <br />t <br />ASNG <br />C <br />T GMVEL <br />( <br />( <br />l. <br />6 <br />t <br />(NC <br />U <br />I <br />I <br />FlNE MEOIVM LMFSE FlNE CPM9E COBBLE6 <br />SOmple Of SAND GRAVELLY SILTY (SC-SM) GRAVEL 29 % SAND 42 % <br />Flom TH - 1 AT 9 FEET SILT & CLAY 2g % L1DU7D LIMl7 25 % <br /> PLASTICITY INDEX j <br /> Gradation <br />JOB NO. 28,585 Test Results FIG. A-3 <br />• Exh. 7-20F-21 Revision Date: 1/05/07 <br />Revison No.: PR-02 <br />