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TranSystems Corporation - LGM Construction

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L:\2008\08PROJECTS\94240\94240.GPJ<br />

BORING NO.<br />

DEPTH - ft<br />

SAMPLE<br />

DESCRIPTION<br />

CONFINING<br />

STRESS - ksf<br />

PROJECT NO.<br />

DEVIATOR STRESS - ksf<br />

2.6<br />

2.4<br />

2.2<br />

2.0<br />

1.8<br />

1.6<br />

1.4<br />

1.2<br />

1.0<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

0.0<br />

0 2<br />

94240<br />

KB-1<br />

8.5<br />

1.0<br />

4<br />

Gray Clayey Gravel with Sand (GC)<br />

AXIAL STRAIN - %<br />

MAXIMUM DEVIATOR STRESS= 2.59 ksf at<br />

6<br />

8 10 12<br />

DRY DENSITY - pcf<br />

WATER CONTENT - %<br />

12.4 % STRAIN<br />

*PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 2850<br />

UNCONSOLIDATED-UNDRAINED TRIAXIAL<br />

COMPRESSION*<br />

FEDEX SECURITY SCREENING BUILDING<br />

SALLY RIDE WAY AT AIR CARGO WAY<br />

OAKLAND INTERNATIONAL AIRPORT<br />

OAKLAND, CALIFORNIA<br />

14<br />

16<br />

113<br />

17.6<br />

PLATE<br />

B-2<br />

6/11/2008 5:58:47 PM

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