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LOG OF TEST HOLE NO. 2

A

Project: Tract A of the Villa Alegre Development, SF Elevation: NIA Depth to Groundwater: Not Encountered

Project No.: 09-1-101 Date Drilled: 7/27/2009 Drilling Method: T' H.S.A

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Material Description

surface:

asphalt and no base course

SM SAND, very silty, very fine to very coarse grained, very gravelly, dense, slightly moist, medium brown

40

If 115 -

1.5

1

67

If 105 -

3.9

1

Dry

43

S

-

bounce 120

S -

bounce 71

S -

1.9

1.8

11.4

1,2

Silty, fine to very coarse grained, slightly moist, medium red to brown

-

Very silty, very fine to coarse grained, dry medium moist, medium red to brown

Silty, very fine grained, trace gravel, moist, light red to brown, clay interbedded Bottom of hole at 20W

ADDITIONAL TESTS:

1= Sieve Analysis

2'" Atterberg Limits

Shear

4=R-Value

5=Other

Figure: 3

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