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35

LOG OF TEST HOLE NO. 1

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: 7" H.S.A.

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Material Description

surface:

asphalt and no base course

1,2,5

SM SAND, very silty, very fine to very coarse grained, very medium dense, slightly moist, medium brown Trace clay, very fine grained, trace gravel, moist, medium red to brown

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clay, very fine to very coarse grained, very gravelly, dense, slightly moist, medium brown

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clay, very fine grained, trace gravel, moist

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Noclay, very fine to very coarse grained, very gravelly, medium moist, medium red to brown

bounce 120

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Bottom of hole at 20'l2'

ADDITIONAL TESTS:

1= Sieve Analysis

2= Atterberg Limits

3=Direct Shear

5=Other

Figure: 2

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