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35

LOG OF TEST HOLE NO. 2

A

Project: Tract B of the Villa Alegre Development Elevation: NIA Depth to Groundwater: Not Encountered

Project No.: 09-1-102 Date Drilled: 7/20/2009 Drilling Method: 7" H.S.A.

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Material Description

surface:

asphalt and no base course

SM SAND, silty, very fine to medium grained, very gravelly,

r---

medium dense, slightly moist, dark brown r-

25

R r-

107

4.9

1

Very silty, very fine to coarse grained, medium moist, trace caliche

26

r-

R r-

123

1.9

1

Dry, light brown, no caliche

1.9

nace clay, dense, slightly moist, light red to brown

3.1

rsTIty, no clay, very fine to medium grained, gravelly

5.4

nace clay, medium moist Bottom of hole at 21 '

r-

38

r- S

r-

bounce 150

Is

75

r- S

ADDITIONAL TESTS:

1'= Sieve Analysis

2= Atterberg Limits

3"Direct Shear

4=R-Value

5=Other

Figure: 3

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