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k" KLEINFELDER <br /> GEOTECHNICAL CONSULTANTS - MATERIALS TESTING <br /> is HYDROMETER ANALYSIS <br /> Project No. _ ---- THIS FORM IS FOR ASTM Date.-- _ <br /> Sample No. — --- HYDROMETER NO. 152H ONLY Tested By <br /> Depth Elev. __ Calculated By <br /> Soil Sample __— Meniscus Correction (MC) _ <br /> Specific,,�pravity: — _-- <br /> LL=— P1= <br /> SOIL SAMPLE WEIGHT K Value = <br /> Container No.: —_ R = Rr' — T'Ce.o,r-f- Mc <br /> Wt. Container -1- Dry Soil (gm) _ _ Pea = Ra/W <br /> Wt. Container (gm) L <br /> Wt. Dry Soil (gm) — D mm = K T - <br /> Elapsed Tem er- <br /> Date Time T me ature R,1 {- Mc R % c m T Dm Remarks <br /> in Min. in 'C <br /> SIEVE ANALYSIS <br /> SOIL SAMPLE WEIGHT Weight Retained (gm) Percent Retained Cumulative <br /> Sieve Size Individual Cumulative Individual Cumulative % Passing <br /> Container No: — <br /> Wt. Container <br /> -t- Dry Soil (gm) <br /> Wt. Container (gm) <br /> Wt. Dry Soil (gm)_-- 4 <br /> 10 <br /> REMARKS: _ 40 <br /> 60 <br /> 80 <br /> 100 — — - --- <br /> 200 <br /> 1HK&A Form L-ll <br />