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< Leighton ATTERBERG LIMITS <br />ASTM D 4318 <br />Project Name:The Academy Tested By:V. Juliano Date:10/18/11 <br />Project No. :603284-001 Input By:J. Ward Date:10/20/11 <br />Boring No.:B-3 Checked By:J. Ward <br />Sample No.:S-3 Depth (ft.)25.0 <br />Soil Identification: Olive brown lean day (CO <br />TEST PLASTIC LIMIT LIQUID LIMIT <br />NO.1 2 1 2 3 4 <br />Number of Blows [N] 28 21 15 <br />Wet Wt. of Soil + Cont. (g)19.28 19.36 21.44 21.82 23.44 <br />Dry Wt. of Soil + Cont. (g)17.89 17.88 18.64 18.85 19.83 <br />Wt. of Container (g) 11.46 11.03 11.22 11.28 11.07 <br />Moisture Content (%) [Wn]21.62 21.61 37.74 39.23 41.21 <br />60 <br />Liquid Limit 38 <br />Plastic Limit 22 50 - <br />Plasticity Index 16 i 40 <br />Classification CL Z <br />For dass,fication of fine- <br />grained soils and fine <br />grained fraction of coarse- / <br />grained soils <br />l CH or OH <br />W Une <br />30 - <br />W <br />PI at "A" - Line = 0.73(LL-20)13.14 20 <br />One - Point Liquid Limit Calculation <br />0.121 10 · <br />Wn(N/25) <br />0 <br />LL = <br />/ IP <br />MH or OH <br />I CUL /ML or OL <br />1 <br />0 10 20 30 40 50 60 70 80 90 1C <br />PROCEDURES USED <br />Liquid Limit (LL) <br />42 <br />1 Wet Preparation <br />Multipoint - Wet <br />41 <br />\ <br /> Dry Preparation <br />\Multipoint - Dry -g 40 <br />\ <br />01 Procedure A 0 <br />& 39 \Multipoint Test \ <br />\ <br />\ Procedure B 38 \ <br />One-point Test '0 <br />37 <br />10 20 25 30 40 50 60 70 80 9010 <br />Number of Blows <br />ril' <br />r-