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i <br /> J. H. KLEINFELDER & AssoCIATES <br /> GEOTECHNICAL CONSULTANTS — MATERIALS TESTING <br /> HYDROMETER ANALYSIS <br /> Project No. Date L-2 <br /> ��G�,3 THIS FORM IS FOR ASTM Tested 1-11 <br /> Sample No. d B HYDROMETER NO. 152H ONLY y <br /> Depth Elev. Calculated By <br /> Soil Sample Meniscus Correction (Mc) <br /> _- Specific Gravity: <br /> LL= Pl= <br /> SOIL SAMPLE WEIGHT K Value = <br /> Container No.: R = R,.1 —T°C°°ri't' Mc <br /> Wt. Container + Dry Soil (gm) F% = Ra/W <br /> Wt. Container (gm) L <br /> =' Wt.Dry Soil(gm) D mm = K T <br /> Elapsed Temper- * <br /> Dgte Time Time ature Rel �I,-CA1crz R % c m 1V1'—T m in Remarks <br /> in Min. in °C <br /> -, <br /> I •f; { 22 f3 - t),} f' �„� 14.1 1. ' ),,'3 <br /> SIEVE ANALYSIS <br /> SOIL SAMPLE WEIGHT Weight Retained (gm) Percent Retained Cumulative <br /> Sieve Size Individual Cumulative Individual Cumulotive °/, Passing <br /> Container No: <br /> Wt. Container <br /> -t- Dry Soil (gm) <br /> Wt. Container (gm) 3/13 2.D r• ly <br /> Wt. Dry Soil (gm) �Q 4 <br /> �Iay4rta 10 S r V. <br /> REMARKS: <br /> 100 '7�• & ':4 -1 <br /> 200 } <br /> CS 011053 <br />