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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
Creation date
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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m SoCalGeo . <br />SOUTHERN BORING NO <br />CALIFORNIA I <br />GEOTECHNICAL <br />A C•Ift=Cm.'.1,- <br />JOB NO.: 15G101 <br />PROJECT: Proposed Mixed Use Dev. <br />LOCATION: Santa Ana, California <br />FIELD RESULTS <br />DRILLING DATE: 1/13/15 WATER DEPTH: 43 feet <br />DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 44 feet <br />LOGGED BY: Matt Manni READING TAKEN: At Completion <br />LABORATORY RESULTS <br />J <br />0 <br />9 0 <br />6 0 <br />0 m <br />Z <br />W <br />m <br />Q LL <br />DESCRIPTION <br />(Continued) <br />32 <br />0 <br />,LI- M:!Z <br />56 88 <br />0 <br />0 g <br />5 t 0,- <br />gz 5* <br />..IJ 0- J <br />2 <br />Ul <br />05 0 <br />0-* <br />92 <br />0 <br />0 <br />. Brown Silty Clay, stiff to very stiff-very moist <br />710 1.5 <br />111. <br />@ 38'h to 40 feet, Gray Brown, some calcareous nodules, . 26 89 <br />trace fine Sand, stiff <br />14 4.5+ <br />24 0.5 ,¢* <br />Gray Brown Clayey fine Sand to fine Sandy Clay, trace - <br />medium Sand, trace Iron oxide staining, stiff-wet = <br />16 55 <br />B-6 <br />21 56 <br />Gray Brown fine to medium Sand, trace Clay, trace Silt, trace 29 13 <br />coarse Sand, medium dense-wet <br />Boring Terminated at 50' <br />TEST BORING LOG PLATE B-6b <br />TBL 15G101.GPJ SOCALGEO.GOT 2/10/15
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