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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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1/6/2026 1:07:26 PM
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Soils Report
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1901 N Fairview St
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1918 N Fairview St
1919 N Fairview St
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Leighton <br />ATTERBERG LIMITS <br />ASTM D 4318 <br />Project Name: The Academy Tested By:V. luliano Date:10/18/11 <br />Project No. :60328+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 day (CL) <br />TEST PLASTIC LIMIT UQUID LIMIT <br />NO.1 2 1 2 3 4 <br />19. <br />18. <br />11. <br />22. <br />60 <br />50 - <br />40 - <br />30 - <br />20 - <br />10 - <br />0 <br />Number of Blows [N] 30 22 16 <br />Wet Wt. of Soil + Cont. (g)18.15 61 23.78 24.25 23.51 <br />Dry Wt. of Soil + Cont. (g)16.90 09 19.77 20.01 19.41 <br />Wt. of Container (g) 11.10 20 11.27 11.26 11.14 <br />Moisture Content (%) [Wn]21.55 06 47.18 48.46 49.58 <br />Liquid Limit 48 For dassification of fine- <br />grained soils and fine-1 <br />Plastic Limit 22 grained fraction of coarse- grained soils <br />Plasticity Index 26 -CH or OH ,00/ <br />a.- 1 A- Line <br />Classification CL Z <br />PI at "A" - Line = 0.73(LL-20)20.44 %Clor OL ' <br />a. <br />One - Point Liquid Limit Calculation <br />0.121 MH or OHWn(N/25) /ML or OL <br />LL = <br />10 20 30 40 50 60 70 80 90 1C <br />PROCEDURES USED <br />Liquid Limit (LL) <br />r.n . <br />\ Wet Preparation <br />Multipoint - Wet <br />49 \-7 Dry Preparation \ <br />2 \ <br />Multipoint - Dry Z , <br />\ <br />1 E <br />2 \ <br />0481 Procedure A (, \ <br />\Multipoint Test 2 \ <br />k <br />47 Procedure B k <br />One-point Test <br />46 <br />10 20 25 30 40 50 60 70 80 9010 <br />Number of Blows <br />r- <br />r-
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