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1901 E Dyer Rd - Soils Report
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1901 E Dyer Rd - Soils Report
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Last modified
6/23/2022 1:32:37 PM
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6/23/2022 1:31:29 PM
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Soils Report
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1901 E Dyer Rd
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CONSOLIDATION TEST RESULTS <br />ASTM D-2435 <br />0% <br />2% <br />4% <br />6% = <br />8% = <br />10% <br />12% <br />Strain <br />\ <br />1 <br />\ <br />-ri. <br />hk <br />10 100 1000 10000 100000 <br />Stress (psf) <br />Boring No.B-7 Sample Depth 15 PRESSURE SAMPLE VOID <br />Sample No.R-4 uses CL (psf)STRAIN RATIO <br />100 0.13%0.7056 <br />Initial Moisture Content:24.2%500 1.08%0.6893 <br />Initial Dry Unit Wt:101.6 pcf 1000 1.33%0.6851 <br />Initial Total Unit Wt.: 126.2 pcf 2000 2.18%0.6705 <br />Initial Void Ratio: 0.7078 4000 3.81 %0.6427 <br />Initial Degree of Saturation: 95.1%8000 5.96%0.6060 <br />16000 8.96%0.5548 <br />Final Moisture Content:22.5%8000 8.69%0.5594 <br />Final Dry Unit Wt:106.8 pcf 4000 8.21%0.5676 <br />Final Total Unit Wt.:130.8 pcf 2000 7.69%0.5764 <br />Final Void Ratio: 0.6248 1000 6.97%0.5887 <br />Final Degree of Saturation: 100.1%500 6.48%0.5971 <br />0 4.86%0.6248 <br />Water Added at:500 psf <br />ATTERBERG UMITS <br />LL=PL=PI= <br />Assumed Specific Gravity of Solids, Gs:2.78 <br />PROJECT LA1248A PROJECT Broadstone Heritage <br />NUMBER:NAME: <br />GROUP <br />FIGURE NO. <br />B-7 R-4 <br />%0·12-LA· - · ··--' - - ' - - - · 4 <br />AFTER <br />BEFORE
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