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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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LeightonK7 <br />MODIFIED PROCTOR COMPACTION TEST <br />ASTM D 1557 <br />Project Name:The Academy Tested By :G. Berdy Date:10/18/11 <br />Projed No.:603284-001 Input By :J. Ward Date:10/1Wll <br />Boring No.:B-1 Depth (ft.)0-5 <br />Sample No. :BB-1 <br />Soil Identification: Light brown silty sand (SM) <br />Preparation Method: Moist Mechanical Ram <br />L-3 Dry L-1 Manual Ram <br />Mold Volume (ft3)0.03340 Ram Weight = 10 tb.; Drop = 18 in. <br />TEST NO. 1 2 3 4 5 <br />Wt. Compacted Soil + Mold (g)3822.0 3918.0 3966.0 3910.0 <br />Weight of Mold (g) 1880.0 1880.0 1880.0 1880.0 <br />Net Weight of Soil (g) 1942.0 2038.0 2086.0 2030.0 <br />Wet Weight of Soil + Cont. (g)484.70 513.60 531.90 488.90 <br />Dry Weight of Soil + Cont. (g)465.60 483.40 489.80 442.20 <br />Weight of Container (g) 51.10 50.90 50.10 52.80 <br />Moisture Content (%)4.61 6.98 9.57 11.99 <br />Wet Density (pco 128.2 134.5 137.7 134.0 <br />Dry Density (pco 122.5 125.7 125.7 119.6 <br />Maximum Dry Density (pcf)126.5 Optimum Moisture Content (%) <br />130.0 <br />125.0 <br />120.0 <br />115.0 <br />110.0 <br />PROCEDURE USED .1 <br />--SP. GR.=: <br />-- SP. GR.=® Procedure A .-SP. GR.=: <br />Soil Passing No. 4 (4.75 mm) Sieve <br />Mold : 4 in. (101.6 mm) diameter <br />Layers : 5 (Five) <br />Blows per layer : 25 (twenty-five) <br />May be used if +#4 is 20% or less <br /> Procedure B <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />Mold : 4 in. (101.6 mm) diameter <br />Layer·s : 5 (Five) <br />Blows per layer : 25 (twenty-five) <br />Use if +#4 is >20% and +3/8 in. is <br />20% or less <br />El Procedure C <br />Soil Passing 3/4 in. (19.0 min) Sievi <br />Mold : 6 in. (152.4 mm) diameter <br />Layers : 5 (Five) <br />Blows per layer : 56 (fifty-six) <br />Use if +3/8 in. is >20% and +14 in. <br />is <30% <br />Particle-Size Distribution: <br />Dry Density (pcf <br />6 <br />8.5 <br />265 <br />2 70 <br />275 <br />GR:SA:Fl <br />Atterberg Limits:0.0 5.0 100 15.0 <br />LL,PL, Pl Moisture Content (%) <br />SL Rvcd 2019.01.21 <br />MX 8-1.88-1 @ 0-5 <br />S
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