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KIJ. H. KLEINFELDER & ASSOCIATES <br /> GEOTECHNICAL CONSULTANTS — MATERIALS TESTING <br /> HYDROMETER ANALYSIS <br /> __. Project No. Date a'' <br /> THIS FORM IS FOR ASTM <br /> Sample No. %`� HYDROMETER NO. 152H ONLY Tested By <br /> Depth Elev. Calculated By <br /> Soil Sample Meniscus Correction (Mc) <br /> Specific Gravity: <br /> LL= PI= <br /> SOIL SAMPLE WEIGHT K Value = <br /> Container No.: R = Rrt —TIC,,,,.-I- Mc <br /> Wt. Container -I- Dry Soil (gm) P% = Ra%W <br /> Wt. Container (gm) L <br /> Wt.Dry Soil(gm) D mm = K <br /> Elapsed Temper- Cc P L V-- <br /> yY I' <br /> Date Time Time ature R,1 + Mcrr R °/ c m T mDm Remarks <br /> in Min. in "C ° <br /> Zt. =f ; 133 <br /> t . I': It 23 - �. -7 ; . 2. !a 7 <br /> ILI 76 <br /> 9 <br /> SIEVE ANALYSIS <br /> -- SOIL SAMPLE WEIGHT ht Retained Weight (gm) Percent Retained Cumulative <br /> Sieve Size <br /> Container No: Individual Cumulative Individual Cumulative % Passing <br /> Wt. Container �?1 <br /> -I- Dry Soil (gm) <br /> Wt. Container (gm) 3/e 3.3 - 67 ' { <br /> Wt. Dry Soil (gmj ? 'i 4 7.5 <br /> REMARKS: 36,20 17 <br /> �. Mn► l�• ..,.., 0140 61.1 t �. <br /> I' I 80 101.41 •4, G qi• = <br /> t� P►.i_ 17 100 <br /> 200 107.3 "• '7'' <br /> y c: <br /> — JHK&A Form L-11 CS ®11055 <br /> City of Stockton 190855.0006 <br />