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Leighton1:12 <br />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-5 Checked By:J. Ward <br />Sample No.:S-2 Depth (ft.)20.0 <br />Soil Identification: Ught brown lean clay (CL) <br />TEST PLASTIC LIMIT LIQUID UMIT <br />NO. 1 1 22 <br />19. <br />18. <br />11. <br />22. <br />60 <br />50 - <br />40 - <br />30 - <br />20 - <br />10 - <br />0 <br />3 4 <br />16 <br />23.51 <br />19.41 <br />11.14 <br />49.58 <br />l <br />Number of Blows [N] 30 22 <br />Wet Wt. of Soil + Cont. (g)18.15 61 23.78 24.25 <br />Dry Wt. of Soil + Cont. (g)16.90 09 19.77 20.01 <br />Wt. of Container (g) 11.10 20 11.27 11.26 <br />Moisture Content (%) [Wn]21.55 06 47.18 48.46 <br />Liquid Limit 48 For dassification of fine- <br />grained soils and fine- <br />Plastic Limit 22 grained fraction of coarse- grained soils <br />Plasticity Index 26 -CH or OH <br />9, "A" Line <br />Classification CL Z <br />PI at "A" - Une = 0.73(LL-20)20.44 E <br />One - Point Liquid Umit Calculation \ "» a &/- <br />0.121 MH or OH <br />LL =Wn(N/25) /CL.Wl ML or OL <br />10 20 30 40 50 60 70 80 90 1C <br />PROCEDURES USED Liquid Limit (LL) <br />50 <br /> Wet Preparation <br />Multipoint - Wet <br />49 Dry Preparation \ <br />Multipoint - Dry E · p <br />\ <br />\g 48 \IX7 Procedure A u <br />\Multipoint Test 3 <br />g X. <br />473 Procedure B <br />One-point Test , <br />46 <br />10 20 25 30 40 50 60 70 80 90IO <br />Number of Blows <br />SL Rvcd 2019.01.21 <br />r-