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PROJECT

ForT Bend CounTY Land F i

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DATE

04-23-87

TYPE

3" Core

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15

DESCRIPTION

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8

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ElevaTion 102.10

ENGINEERING CORP

GEOTECHNICAt Et.o(,IP4EERS

BOR ING -,B=---=2:.....-_

LOCATION See P I an

SHEAR STRENGTH, TSF

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POCKET PENETROMETER

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_ LABORATORY CONF'NED

• _ LABORAT.:>RY UNCONF'NED

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51~

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i

~_~J_--------------------------~--~-+---trnnO,.5~~1.rOrrrln·5~.T2·TOrrri2~.5Trrrl~+-~

~

0..

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-

_ Brown Clay

f+j++++I-H

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Red Clay with

20

~I+++I-++1++:-H~I++-++t+1-+++Hi+I

60

1'

20

~

Calcareous Nodules

,----

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f---

Red Sandy Clay wiTh

16

1+II+++I-+.J-l+++I-+J-,H+taHtt-f++-H 33'16

f---

Calcareous Nodules

1

1

f---

~ 10~

f---

>----

'----

,----

~ lS~

~

-

-

~20~

-

-

~2'~

I--

t----

t----

I--

~30~

I--

t----

I--

t----

~3'~

t----

f---

f---

f---

~40 ~

f---

t----

-

-

4'~

-

Tan Sand

A------.------.-------~

BOTtom II 40'

1. Boring drilled to 15'

wiThouT dril ling fluid

2.

WaTer encounTered aT

16' whiJe dril ling

3. Water level aT 31'

after 24 hours

16

50/ "

50/~"

50/ pi"

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"

H-1++KlI,-t-,+-,

H.JHI~i+-i-HTH+t+1*H-t-H

2, 15

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