Laserfiche WebLink
KLEINFELDER <br /> GEOTECHNICAL CONSULTANTS — MATERIALS TESTING <br /> 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 Gravity: <br /> LL=_ PI— <br /> SOIL SAMPLE WEIGHT K Value = <br /> Container No.: R = R,.1 — T°Cearn -f- Mc <br /> Wt. Container -I- Dry Soil (gm) _ _ Pada = Ra/W <br /> Wt. Container (gm) — L <br /> Wt. Dry Soil (gm) __ D mm = K T - <br /> Elapsed Temper- <br /> Date Time Time ature R,.1 + Me R % c m V—T mDm 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 /> -I- 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 /> IHK&A Form L-11 <br />