Laserfiche WebLink
. SocaIGeo A S0UTHERN BORING NO. <br />CALIFORNIA B-3 <br />GEOTECHNICAL <br />A C•11*.,1. C.B....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: Dry <br />DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 25 feet <br />LOGGED BY: Matt Manni READING TAKEN: At Completion <br />LABORATORY RESULTS <br />Z <br />LU 0 <br />0 <br />LU I <br />O UL <br />2.7 <br />$ A 2 320- <br />--- Ul It- <br />8 DESCRIPTION 03 6&!20 W ZU) 12 <br />Sol Z U.Z o Na mt zUl <br />a. B E- 2w o g 85 5% a <br />5 0 >2 9 £ f 1- 0 1- 0 - a0,0 00 62 52 WR 91 <br />M CO SURFACE ELEVATION: --- MSL 0% ao J., a.., a.. 00 8 <br />2* inches Asphaltic concrete, 61 inches Aggregate base <br />*4 11 ALLUVIUM: Dark Brown Silty Clay, trace fine to medium 94 26 <br />Sand, trace calcareous nodules, trace Silt, medium stiff-very <br />moist <br />H 13 4.25 <br /> 14 45 <br />H 7 1.5 <br /> 10 2.0 <br />106 24 <br />Light Brown to Brown fine Sandy Clay, trace fine Gravel, <br />stiff-moist to very moist <br />114 16 <br />Brown to Dark Brown Clayey fine Sand to fine Sandy Clay, <br />medium stiff-very moist 97 27 <br />96 26 <br />10--U 5(jf_ Dark Gray Brown Silty Clay, trace fine Sand, medium stiff-very - <br />5: 0* moist <br />i:icit <br />...... <br />S..... <br />I *litir <br />...... <br /> 7 1.5 555555 <br />15 13 44.4.1- <br />St.... <br />*.4... <br />*Iii.r <br />...... <br />- <br />j/ 6 1.0 <br />...... <br />20 --[-3 ......Siltir <br />S..... <br />Brown Silty Clay to Clayey Silt, trace fine Gravel, medium <br />stiff-very moist <br />100 26 <br />@ 19 feet, trace to little calcareous nodules, soft to medium 98 28 <br />stiff-moist to wet <br />.....' <br />.;iili:.Light Brown Silty Clay, some calcareous nodules, stiff-very <br />moist <br /> -H 17 3.5 109 21 <br />LU <br />Boring Terminated at 25' <br />TEST BORING LOG PLATE B-3 <br />TBL 15G101.GPJ SOCALGEO.GDT 2/10/15