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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 />u!ens <br />hk <br />r\ <br />\k <br />10 100 1000 10000 <br />12% <br />100000 <br />Stress (psf) <br />Boring No. B - 10 Sample Depth 30 PRESSURE SAMPLE VOID <br />Sample No.R-9-2 USCS CL (Psf)STRAIN RATIO <br />100 0.21%0.5408 <br />111 <br />05 1- <br />O 0 <br />U. UJ <br />W 1- <br />m <br />Initial Moisture Content:18.2%400 0.90%0.5302 <br />Initial Dry Unit Wt:114.2 pcf 800 1.37%0.5229 <br />Initial Total Unit Wt.:135.0 pcf 1600 2.12%0.5113 <br />Initial Void Ratio:0.5441 3200 116%0.4954 <br />Initial Degree of Saturation: 94.6%6400 4.54%0.4740 <br />12800 6.25%0.4476 <br />Final Moisture Content:15.9%25600 8.44%0.4138 <br />Final Dry Unit Wt:121.7 pcl 12800 8.21%0.4174 <br />Final Total Unit Wt.:141.0 pcf 6400 7.94%0.4216 <br />Final Void Ratio:0.4489 3200 7.69%0.4254 <br />Final Degree of Saturation: 100.0%1600 7.39%0.4299 <br />800 7.14%0.4338 <br />Water Added at:400 psf 400 6.85%0.4383 <br />0 6.37%0.4457 <br />ATTERBERG UMITS <br />LL=PL=PI= <br />Assumed Specific Gravity of Solids, Gs:2.83 GROUP <br />FIGURE NO.re <br />PROJECT NUMBER:LA1248A PROJECT NAME: A//lance - Broadstone Heritage 1 DELTA <br />NlP,*ces#123&12-LA.124A 8,0-IM Mnq/W*F LI/ Ne=NE#B W*I R,ml£-old-,: T-t LA 124IA A-1*003 -2 SO391•
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