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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 />-1% <br />+ I . <br />1% <br />3% <br />i <br />lilil. <br />9 f <br />5% <br />7% <br />9% <br />11% <br />I + +Ir <br />I ti <br />1. 4-I 't' I <br />1 + 4 +4 - <br />T + I.+t i <br />f k <br />13% · - <br />T <br />14/ +141+ <br />1 -- -4- <br />15% <br />10 100 1000 10000 <br />' .!1 <br />4 + + 11 <br />-r-1+91 <br />100000 <br />Stress (psf) <br />Boring No. 8-8 Sample Depth 30'PRESSURE SAMPLE VOID <br />Sample No.R-9 USCS CL (PS')STRAIN RATIO <br />100 0.09%0.7608 <br />Initial Moisture Content:25.8%400 0.38%0.7557 <br />Initial Dry Unit Wt:100.4 pcf 800 0.87%0.7471 <br />Initial Total Unit Wt.:126.3 Pcf 1600 1.96%0.7279 <br />Initial Void Ratio:0.7624 3200 3.50%0.7007 <br />Initial Degree of Saturation: 9i9%6400 5.56%0.6G44 <br />12800 8.17%0.6184 <br />Final Moisture Content:22.9%25600 11.21%0.5648 <br />Final Dry Unit Wt:107.3 pcf 12800 10.78%0.5724 <br />Final Total Unit Wt.:131.8 pcf 6400 10.11%0.5842 <br />Final Void Ratio:0.6493 3200 9.40%0.5967 <br />Final Degree of Saturation: 100.1%1600 8.60%0.6108 <br />800 7.94%0.6225 <br />Water Added at:400 psf 400 7.25%0.6346 <br />0 6.51%0.6477 <br />ATTERBERG UMITS <br />LL=PL=PI= <br />Assumed Specific Gravity of Solids, Gs:2.84 <br />GROUP <br />FIGURE NO.4 <br />PROJECT NUMBER:LA 1248A PROJECT NAME: Alliance - Broadstone Heritage 1 DELTA <br />NlPro»ct,U 20OdZ9 LA·124& Ic-=- 14,, D-v• li- Gec-clk:*05 L-L* Rea-tgit/cn T-t LA1241* A.:I·001 RI SO/"I
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