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~ ". <br />• <br />• <br /> <br />0.8 0.16 0.24 0.32 <br />HORI20NfAL DISPLACEMENT- INCHES <br />L~ <br />SAMPLE <br />MOISTURE <br />NTENT <br />C <br />DRY <br />DENSITY <br />NORMAI <br />STRESS <br />EORING DEPM O <br />~ PCF NSF <br />P3 6ULK 15.4 46 1. 2 ANI <br /> <br /> <br /> <br />SAMPLE TYPE REMOLDED AT BSX <br />ASTM D 698 <br />THICKNESS 1.0 IN DIAMETER 2.5 IN <br />STRAIN RATE 0.02 IN/MIN <br />NORMAL <br />srREss <br /> <br />KSF PEAL <br />sNUR <br />mEss <br />KSF PESIDUAI <br />SIIEM <br />mrEss <br />K$F <br /> 37 1.19 <br /> 08 <br /> 8 <br /> <br />. _._ ~ - <br />Peak ~ 31° <br />Residual ~ 32 ° <br />Peak C 0.8 <br />1 .0 2.0 3.0 4.0 Residual C 0.5 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: P3, TWICAL SPOIL, BSX COMPACTION <br />REMARKS: <br />14 <br />Direct Shear FIG. A-5 <br />JOB NO. 25,863 Test Results <br />4 <br />3 <br />LL <br />N <br />Y 2 <br />N <br />W <br />QC <br />y 1 <br />Ex <br />Q <br />W <br />h <br />4. <br />3. <br />LL <br />N <br />Y 2 <br />N <br />N <br />[Y <br />H 1 <br />Q <br />W <br />N <br />