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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 />1% 4 <br />20/0 1ZZIniZZIElZEDEE[tEZZINIZi ZEI33-FM--4- t-i-I-i-i+1- zzz332121zztfhfl <br />3% <br />-1-i-i- <br />121--FL-._ <br />5% <br />7% <br />9%1 11111L1 1 L!-Li <br />-1-3 Ill <br />10% <br />10 100 1000 10000 1C <br />Stress (psf) <br />Sample Depth 1----25 FRESSURESAMPLE-VOID <br />USCS EEL (psn ] STRAIN ] RATIO <br />-100_0.06%_LQ.6711 <br />566--1- <br />Initial Dry Unit Wt:[-3-01.9-lpcf 1066-70.49%-8.6640 <br />Initial Total Unit Wt.:1125.71pcf 2866-TI83%-6.6549 <br />Initial Void Ratio:1 0.6722 1 40M-igirr-0.6283- <br />E-8000-4.76%-63936 <br />7.76% 1 0.5424 <br />-8866-7.36%-63457 <br />Final Dry Unit Wt:-106.41pcf -4666-4-1644-1-63544 <br />Final Total Unit Wt.:I 130.2 Ipcf 28806.53%83630 <br />Final Void Ratio:I 0.6010 I 1000-5.84%-63745 <br />7360-5.46%-63*69 <br />4.56% 0.5959 <br />Water Added at:500-1 psY <br />ATTERBERG UMITS <br />LL=| 43 PL=| 14 PI= 29 <br />Assumed Specific Gravity of Solids, Gs:1-373-1 <br />PROJECT LA1248A PROJECT Broadstone Heritage <br />NUMBER:NAME: <br />)0000 <br />GROUP <br />FIGURE NO. <br />B-7 R-6 <br />.,Ut;UN <br />NlProlict.%12031299-124* A--8/0-1/w HI„lig,001 Flild bwillgid/,E* T. IIYL, R..0#1(/11.©Delme/l,Il/Ilm T- 6*124 8-7 MI <br />Strain <br />AFTER <br />BEFORE
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