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LOG OF TEST HOLE NO. 4

A

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

Project No.: 09-1-101 Date Drilled: 7/28/2009 Drilling Method: 7" H.S.A.

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Material Description

surface:

asphalt and no base course

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

13

86

8.8

1

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41

96

9.2

1,5

SM NATURAL GROUND - SAND, very silty, very fine to coarse grained, gravelly, dense, medium moist, medium brown

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S

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5.0

Very fine to very coarse grained, very gravelly, slightly moist, medium red to brown, gravel lens

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100

S

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5.9

Trace clay, very fine to medium grained, moist, light red to brown

bounce

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Bottom of hole at 20W

ADDITIONAL TESTS:

1= Sieve Analysis

2"" Atterberg Limits

3=Direct Shear

4=R-Value

5"'Other

F'igure: 5

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