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� CONSTRUCTION TESTING &s ENGINEERING, INC. <br /> a} TIC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION <br /> F 1414 VINEYARD AVENUE SUITE G ESCONDIDO CA 176nI 716-4975 <br /> E`.'GIl.FiAa:GL\C <br /> PROJECT: Van Allen School Improvements DRILLER: All Star SHEET: I of I <br /> CIT JOB NO: 20-2469G DRILL METHOD: 4"Flight Auger DRILLING DATE: 2/5/14 <br /> LOGGED BY: A.Krause SAMPLE METI IOD: Sll' ELEVATION: EGS <br /> U p <br /> C u = F <br /> o a BORING: Laboratory Tests <br /> G: B-I <br /> v > N U <br /> V1 <br /> DESCRIPTION <br /> 0 <br /> ML (Soft),moist, brown, low plastic clayey SILT <br /> 5 I <br /> I ML Soft,moist,brown, low plastic clayey SILT <br /> 2 <br /> -- --- --- -------------------------- <br /> 19 <br /> 50/0.3' SM <br /> Very Dense,dry,reddish brown,strongly cemented silty fine SAND <br /> 0 <br /> ------------------------- <br /> 5 3 sM Medium Dense,dry brown silty fine SAND <br /> 9 <br /> `0 3 SM <br /> 6 Same As Above <br /> a <br /> Total depth=21.5 feet below P-rade. <br /> No F-roundwater encountered to total explored depth. <br /> Boring grout backfilled 2/5/14. <br /> Boring B-I <br />