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1901 & 1919 N Fairview St - Soils Report
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1901 & 1919 N Fairview St - Soils Report
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6/23/2022 1:31:30 PM
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Soils Report
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1901 N Fairview St
1919 N Fairview St
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Leighton <br />ATTERBERG LIMITS <br />7 <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, clayey sand (SC-SM) <br />TEST PLASTIC UMIT LIQUID UMIT <br />NO. 1 1 22 <br />1 <br />1 <br />1 <br />2 <br />6C <br />5C <br />4C <br />3C <br />2( <br />1( <br />3 4 <br />15 <br />25.81 <br />22.63 <br />11.07 <br />27.51 <br />l <br />Number of Blows [N] 27 21 <br />Wet Wt. of Soil + Cont. (g)19.23 9.00 26.70 27.57 <br />Dry Wt. of Soil + Cont. (g)17.83 7.64 23.54 24.08 <br />Wt. of Container (g) 11.21 1.28 11.45 11.03 <br />Moisture Content (%) [Wn]21.15 1.38 26.14 26.74 <br />Liquid Limit 26 For dassification of fine- <br />grained soils and fine- <br />Plastic Limit 21 ' - grained fraction of coarse- <br />grained soils <br />CH or OH /Plasticity Index 5 "A- Line <br />Classification CL-ML Z <br />CL or OL ,PI at "A" - Une = 0.73(LL-20)4.38 i# ) <br />('0 <br />One - Point Liquid Umit Calculabon , <br />0.121 l <br />LL =Wn(N/25) CL·li ML or OL <br />MH or OH <br />0 10 20 30 40 50 60 70 80 90 le <br />PROCEDURES USED Liquid Limit (LL) <br />28 <br />E-1 Wet Preparation <br />Multipoint - Wet <br />Ff-1 Dry Preparation <br />Multipoint - Dry <br />27 \ <br />\ <br />C \0Ex-l Procedure A <br />Multipoint Test 3 <br />26 <br />\ <br />E-1 Procedure B <br />One-point Test <br />25 <br />10 20 25 30 40 50 60 70 80 90IO <br />Number of Blows <br />SL Rvcd 2019.01.21
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