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TranSystems Corporation - LGM Construction

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

Depth,ft<br />

30<br />

35<br />

40<br />

45<br />

50<br />

55<br />

60<br />

Sample<br />

23<br />

29<br />

50<br />

Blows/ft<br />

21<br />

NR<br />

24<br />

PROJECT NO.<br />

FIELD LABORATORY<br />

Dry<br />

Density<br />

pcf<br />

Moisture<br />

Content<br />

%<br />

Compress.<br />

94240<br />

Strength<br />

tsf<br />

Other Tests<br />

Su = 1.6 ksf<br />

(Torvane)<br />

Su = 1.8 ksf<br />

(Torvane)<br />

Pen, tsf<br />

3.0<br />

2.5<br />

3.0<br />

(Continued from previous plate)<br />

LEAN CLAY (CL) - continued<br />

POORLY GRADED SAND (SP) - gray, moist, medium dense,<br />

fine-grained sand<br />

- trace gravel<br />

- dense<br />

LEAN CLAY (CL) - brown, moist, stiff to very stiff<br />

Boring terminated at approximately 50.5 feet.<br />

Boring backfilled with cement grout.<br />

Blow counts shown are raw, uncorrected values.<br />

Terms & symbols used on the logs are defined on plate A-1.<br />

LOG OF BORING NO. KB-2<br />

DESCRIPTION<br />

FEDEX SECURITY SCREENING BUILDING<br />

SALLY RIDE WAY AT AIR CARGO WAY<br />

OAKLAND INTERNATIONAL AIRPORT<br />

OAKLAND, CALIFORNIA<br />

PLATE<br />

A-3<br />

(cont'd)<br />

6/13/2008 11:54:28 AM

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