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<br /> <br />s.D <br />5.0 <br />4.0 <br />3.0 <br />w <br />Y <br />• <br />va D 1 2 <br />NORMAL STRESS•KSF <br />11 <br />1 <br />SAMPLE DESCRIPTION <br />3 4 5 <br />NORMAL PEAK RESIDUAL <br />STRESS SNEAK SHEAR <br /> STRESS STRESS <br />KSF KSF KSF <br />1.0 1.33 1.19 <br />2.0 2.72 2.43 <br />4.0 4.56 3.89 <br />j Peak ~ 42 ° <br />6 Residual ~ 36 ° <br />Peak C 900 PSF <br />ResidualC 1000 PSF <br />SAND, GRAVELLY, SILTY (SC, SM) <br />REMARKS REPORTED STRENGTH VALUES FOR ULTIMATE STRENGTH (NORMAL STRESS <br />GREATER THAN 2 ksl) <br />Direct Shear <br />Job NO. 28,585 Test Results Fig. A•9 - <br />Exh. 7-20F-27 Revision Date: 1/05/07 <br />Revison No.: PR-02 <br />H 2.0 <br />N <br />W <br />H <br />~ 7.0 <br />SAMPLE <br /> <br />60gING DEPTH M04STURE <br />LONI'ENT <br />% ORY <br />DENSITY <br />PCF NORMAL <br />STRESS <br />NSF <br />TH-6 4-9 15.0 t08 1,D <br />7H-6 4-B 15.0 108 2.0 <br />TH-6 4.9 15.0 708 4.0 <br /> <br />sAMRLE TYPE Remolded at 93°h of ASTM D698 <br />THICKNESS 1.0 IN DIAMETER 2.$00 IN <br />STRAIN RATE 0.02 tN/MIN <br />0.0 ~ 0.1 0.2 0.3 0.4 0.5 <br />HOR20NTAL DISPLACEMENT -INCHES - <br />~'DO <br />6.U <br />5.0 <br />4.0 <br />LL <br />y 3.0 <br />a 2.0 <br />w <br />s <br />y1.0 <br />K <br />W 0.0 <br />