Laserfiche WebLink
< Leighton ATTERBERG LIMITS <br />ASTM D 4318 <br />Project Name:The Academy Tested By:V. Juliano Date:10/17/11 <br />Project No. :603284-001 Input By:J. Ward Date:10/20/11 <br />Boring No.:B-1 Checked By:J. Ward <br />Sample No.:S-2 Depth (ft.)25.0 <br />Soil Identification: Olive brown silty, dayey sand (SC-SM) <br />TEST PLASTIC UMIT UQUID UMIT <br />NO.1 2 1 2 3 4 <br />Number of Blows [N] 27 21 15 <br />Wet Wt. of Soil + Cont. (g)19.23 19.00 26.70 27.57 25.81 <br />Dry Wt. of Soil + Cont. (g)17.83 17.64 23.54 24.08 22.63 <br />Wt. of Container (g) 11.21 11.28 11.45 11.03 11.07 <br />Moisture Content (%) [Wn]21.15 21.38 26.14 26.74 27.51 <br />60 <br />Liquid Limit 26 <br />Plastic Limit 21 50 <br />Plasticity Index 5 2 40 <br />Classification CL-ML Z <br />For dassification of fine- <br />grained soils and fine-1 <br />grained fraction of coarse- <br />grained soils <br />CH or OH <br />.. 1. Une <br />30 · <br />PI at "A" - Line = 0.73(LL-20)4.38 *20 <br />One - Point Liquid Limit Calculation <br />0.121 10 <br />LL =Wn(N/25) <br />0 <br />/7 <br />MH or OH <br />ML or OL <br />0 10 20 30 40 50 60 70 80 90 1C <br />PROCEDURES USED <br />Liquid Limit (LL) <br />28 <br />Il Wet Preparation <br />Multipoint - Wet X <br />- Dry Preparation <br />Multipoint - Dry <br />27 <br />\ <br />3 i <br />X | Procedure A <br />Multipoint Test 2 <br />E 26 <br />\ <br />Il Procedure B <br />One-point Test \ <br />25 <br />10 20 25 30 40 50 60 70 80 9010 <br />Number of Blows <br />1--1 <br />r--9