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V

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35

LOG OF TEST HOLE NO. 4

A

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

Project No.: 09-1-102 Date Drilled: 712712009 Drilling Method: 7" H.8.A.

...... 0 0

ell

..9

CO

v 0.. 0 '(i)

v

-

v Q

C

r/J

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u 0..

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Material Description

surface:

concrete pavement

bounce 96

;--

B

'

I

I

1.6

1

8M SAND, very silty, very fine to very coarse grained, very medium dense, slightly moist, medium brown Dense, dry

;-

71

I- I- B

1.6

1

fine to medium grained

!

19

rs

I--

8.9

rsITty, trace clay, very fine to very coarse grained, medium dense, very moist, medium red to brown

bounce

I--

72

8

64

L

13.1

9.9

1,2

1,2

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

r--- Very gravelly, dry

Bottom of hole at 21

f

ADDITIONAL TESTS:

1= Sieve Analysis

2"" Atterberg Limits

3=Direct Shear

4=R-Value

5=Other

Figure: 5

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