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35

LOG OF TEST HOLE NO. 3

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

Project No.: 09-1-102 Date Drilled: 7/27/2009 Drilling Method: 7" H.S.A.

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Material Description surface: -7" concrete pavement

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

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SM- SAND, very silty-clayey, very fine grained, gravelly, dense, SC moist, light red to brown

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SM SAND, very silty, very fine to medium grained, very gravelly, dense, moist, light red to brown

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Very mOIst Bottom of hole at 19' - refusal on gravellCL lens at 19'

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ADDITIONAL TESTS:

1== Sieve Analysis

2= Atterberg Limits

3=Direct Shear

4o=R-Value

5=Other

Figure: 4

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