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Four Corner - Texas Water Development Board

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LOG OF SOIL BORING<br />

Project Name: W. Airport<br />

- Boring No.: 8-9 Date: 07-23-96<br />

Groundwater during drilling: none<br />

Northing: 4206371.527 m<br />

Easting: 929034.404 m<br />

-<br />

ELEV.<br />

DEPTH.<br />

METERS<br />

SOIL SYMBOLS<br />

SAMPLER SYMBOLS<br />

AND FIELD TEST DATA<br />

;-o ::::;... ........<br />

::::~~~~<br />

=~:~~<br />

1- ~~:::~<br />

~<br />

25-<br />

1-l<br />

1-<br />

~<br />

~<br />

:.-<br />

l-2<br />

23-1-<br />

~<br />

22-<br />

1-J<br />

1-.<br />

1-<br />

21 -'<br />

~s<br />

~<br />

~<br />

~<br />

~<br />

I<br />

l<br />

2J ~<br />

r<br />

. l9l- c<br />

SOIL DESCRIPTION<br />

Very stiff dark gray CLAY<br />

w/ ferrous deposits at 1 .524 m<br />

w/ calcareous deposits 1.829 m - 3.658 m<br />

gray and brown at 2.134 m<br />

reddish brown w/ calcareous deposits<br />

below 3.048 m<br />

Project No. 9 5-1 84G-OO<br />

Elevation: 25.85 m<br />

Station: 1 + 987.57 m<br />

Offset: 7.458 m L<br />

w >-<br />

~ ~ ~ 2 SHEAR STRENGTH. kPa<br />

~~ as:; • • .. •<br />

. -"'<br />

# ci 2§"" MOISTURE 0 CONTENT. '!6<br />

1----'----------j-------.:......-----------+_::Z't---i PLASTIC LIMIT t--t UQUID LIMIT<br />

10 20 30 40 50 60 70 80 90<br />

Fill: very stiff dark gray clay w/ roots<br />

•<br />

"4 ~<br />

i<br />

'l<br />

I<br />

-<br />

>7 I<br />

Shear Types: • =Hand Penet. • = Torvane .a.=Unconf. Comp. • = UU Triaxial<br />

See Appendix C for boring location. Plate C-1<br />

HVJ ASSOCIATES, INC.<br />

1618<br />

I<br />

I.<br />

• .<br />

•<br />

:<br />

•<br />

•<br />

•<br />

\l<br />

!I

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