IJI

1::

Q.

~,

(::1

..

U~I

,.,

H

0::

lL

i

0",

i

N

C',;

.J

J

~

PROJEC'T:

TABLE~

SUl\~lf,,_RX:_QE

Lj\BORATORY TFST

RE~!Ik~

Port Arthur Waterwa:r

AEC 276-94

Contmd No. DACW-64-94-M-4l608

BORING NO. 94-31

r'

nT

De P

lhl£l

w

::.:. T

V~

M'

i

U~

I U."

M""'";", -"",-- i

Torvane

II

QU

II'

I

I

(roo}

(IS!)

per,

CI.ssificat.'u"

(%)

(pel)!

(%)

(%)

%

Po>Slflg

!

<"'I)

(L<>l)

I

Foot

l

'

I

I

k---'

-

--_--- --

__

-

---'---

__

+ff4_

ff'OQ...DiiOO ,-

____

~

I

1

f

0 -2

I

O_J ____

I

Gray "'li!niC <:lauDH) wl,hdl 1_

~5

I --L

--~-

,

I

L-.

(

2

_~:.L-,=o--T=

___

~"aniC

clay lOlIL,,/shell

I lIn

~

_

J

f-.-

I

OJ1!i

I

3

I

4 -6 _

r

o~

,_ Gray orgamc clay (OIl) •• Isbell __

L~i14

39

I

78_._

2'J

--

---I' f---.-------l

, 4 I 6 -3 l 0 i

-p:;~y

organic clay

(OH)

',,{ferrou,

II 92

I

4 '

Iii

i

__

~oouJes

.

I

_ _

_J

5

i

~

-

~o

O::----+j -

i

Gray

o~an'"

clay

{OM)

i

106

t±!

i

I

I

--6fw~

12

-0--

,I

-

~~~;:=:~I=:~~H)-

------i 93 -

I - I

r----r-r-

-1' 0_13

i

----'----

---

wl<!ecompo,",' f'lams

---i---- --

---j-

I

!

1.1----

---l------

j

Gray vrgan

•

... ........ "",

.. ,...

w/deeompo

h-~

, g

I

16

14 -16

- 13:

I

{)

fl

L

I

____

j

I

~~~c:~;:~~;~H)

Gray Of"anic clay (OR)

l-I~G

I

w;-f

C

____

50 !l05

i _

--1----

33

t_J---!

I

'19 {}

1

995

~.J

____

L

I

99JI

--L---J-----L--

' 97.&

i

(l.IlS

II

j

'

h

i'

c

'

!

. , I ,; I

_1.--:-4- --1--

_._~_~{d."'''_~~~!'!''!_

._-

I ---j-

1--

--l--

--+_;

I --

+---+---~

;

1_.1

u-'-~

_2.LL___ 0_ -l'--- -

---L

(;f3Y ofg.n.!." "by (OHL -- _

.2~_

,-- -- _--L

I

j---- - - :

I

~

--f- - ---

---;--21. 4 ____ !-______

~f'

C]

! 11

I 20-22

;;~F=:

J

H

1-·--~-r~~~~~7;~~~:{%:!)W::~~~~~li~!'

j

Gravof~amc~;la\'

(OH)

77

-~ll-==~t----~

j

!

•

j

i=~+=t=-l--

I

-1

--+-

I

~-=~..:-3~-0=-li

'

1

-=-~I

_

*

"',nd ;;".m.'

I!- !

!-----L~

"

,

1';::]_.26 -

2~-

-

_1)--1

---~---

.-(;raL.<!'~'.I:=(OI!)

__ ":"::":-:::--+_82 _L __

":"y-- -

~--

-- i

r

=1==--

--, -

--L---:C --- r- -

---

i

--=~

~

16lm-32

15 L_~1...::30

r--O

o..--L---

j

_~-Grayoq'""'cc!av{OHL

I

Gr3.yorgam·eda'\'{O~i)

1

!

58

61

J

I

- _-L---f-.

!!

--E'

____

--

--L-1'----~-----+--~·

i '__ ' __ _

L~-71~~~34J~'~O

_

[--i~~~:c~:~~:~';f.~?l!)

~_---JI07T~---1

!

_~ _~_-

__

l ___ j __

~

______ L_J

Sit:

Sample Number; FP: rOCKel_ Pt'llc.trometer Reading;

Me:

Moi$tmc Conlcnt; QU: Uncontinoo Compressive S'.cngtil

---

...

IS!

u.

I~

...

"

In

...

'"

f1.

Ii.

'I

~.

N

I~~

.,

J

~.

PROJECT:

IARLr"-;:Uj;pn1inl!\l~1

~Vl\1MARY

OF

LABQRl~IQR..Y..TF..sT

RE.'mLTS

Port Arthur Waterway

AEC270-94

Contm.ct No_ DACW-64-94-M-06!1S

BORING

NO. 94-31

r-~~T-;~:-r--~:--r-~~-ll'

----~::ua~----'-'-r--~::'r:~~~T

~-r:-l

Mecl ..

oicaIA1Wy~S

'---I

T_

r

QO

I

'L'

'I

(Feel)

(1Sf)

peT

GI,ssitica"".

(%)

I'

(pel)

!

(%)

(%) J

%

Passing

I

(lSI)

(ISf)

I

!

FOOi

I

I

!

r-;8

---;=~-~--T

i

3L - J6 0

I I

Gmy "rg;m;c cloy

"

(OM) wl"it

--T

seam

I

-

79

-1--

,:

-c ---r -1"--

I

i ""

I

i -

"00

i - l

.

--

--r ].

!

~';9

-r 36 3s-

~;---t

-- -

-t;~~:=~~l;f.~?Hl

-- --

t- ml-----t------

-t-- T- -- ' -------- --

~-----T

-----I

1-20

13~,4(J

--o'-r-----!GTayO~-:;-;;;;~~,y(OH)----r-n;'r

-r -r--;--t-- ----':---------

I

!

r---~

,-

i

__ +""<l ..

"'''m~:~l'ia

.. '

.

~-,-,--'--,,--i----i--J

! --r---I------------+--J

2~

__ 4n, 42 ___

~~

I

I

~~~~1d~"!_(~~

___ ,, _ _l-3..6- ,----+-

I

~I---r--!

---- i

r,~!~-t---

J

21 ....... , ..

I I

,,", I' I

, .,'" '. I I ,

[-26_L)~,-

52, r,:!c

50

I~~~s~~~~;~

&i ..

y_sa,~cL1i(CL)

__

,--.L~i9~ID2'~I~I13t'loo

J 99,

9t~;9~3ty5 c?_[~:_~1

__

=~~T!~~93-j

SU:

Sample Number: PI': Pocket Penetmmc!er Reading: MC: Moi,;ure Content; QU: {) nC()Jlfined Compressive Strength

---

SUMMARY OF QUESTIONABLE

ERRONEOUS OR MISSING

DATA

FOR

REVIEWED BY; __ DATE __

__ DATE __

PRQJECT; LABORATORY TESTING OF SOILS SAMPLES. CONTRACT NO. DACW64-93-M-0299 rGIWW - PT. ATRHUR)

BORING NO.

SAMPLE NO.

COMMENTS ON TEST RESULTS

Only

one test was not performed - Borings No., 94-32, sample 3, Unconfined Compression Test was not performed because

the contractor stated the sample was too short.

<\DOl-I\

94-27

94-28

94-30

94-31

1

14-16

1

15

20-23

22

9

1

-3

18

Description on Plate 2 Indicates shell from samples 1 - 12, but It Is

only listed on sample 1,5,7,8,& 12 on Table

1.

Plate 2 and Table 1 do not agree on description! should be elthelj' Sandy Silt or Silt

w/sand

f'('p\s~\-e-

C.ClN.'\"I0~'5

">1-",-,

qlVek\ '0,-\\

1--1,,,*

ol--del--E'O'

Table 2 states w/shell from 0-2 feet, Plate 3 does not.

Table 2

states w/ferrous nodules from 28-30 feet, Plate 3 does not.

Plate 3

states w/calcareous nodules, ferrous nodules & sand seams

Table 2 does not show the sand seams for sample 20 or the calcareous and

ferrous nodules for sample 23

Plate 3 states slickensided below 50 feet. Table 2 shows slickensided from 48-50 and

50-52 feet.

Table 4

states w/shell from 16-22 feet, Plate 5 states shell from 18-22 feet.

Plate 6, beginning

description should state w/shell 0-6 feet to agree with Table 5.

'?\~\c..

~m;--\-

\Je.\-%~'E'd

\J,.1:)"y

o0e

H

0)

..

Table 5 states w/silt seams & decomposed

plants,@at~states

silt seams but not

decomposed plants

PI'CY+e V GO

~ ~c:;s

c;;t[- 31

loble

le

(},~~+ec:0

LL

IS"6

,P!cd~7

ShC)w:o.

>-11)

LL LJ2l.kLE:....,

---

-~-~---'-.-~

---~~~"--.=-

--------'-

PROJECT: Port

A~y.thur_W.iit!lQY~___

~~~~~~~ft'fg.9,~~.r,·

80RING __

94-31_

DATE MAY 25,199.4

TYPE

3':COfi~

_LOCATION SEE PLAN_",

I

«;t

_

o

ot

~

I

COMPRESSIVE STRENGTH, TSF

~

I

I'-lli...J

15

t::~

~

~

g

~

DESCRIPTION

0

t3

0 POCKET PENETROMETER

~ ~

::;

o

:c

:a 0

f!;:

"-

L.

COr~FINED

COMPRESSION

w -' !:1

2

fu

1ii u

~ ~ ~

III UNCONFiNED CqMPRESSION

~ ~

,ti;

a

frl

I-

0

Q

Elevat~or1:

Very soft Gray

•

Organic

__

~

iON)

,

_~_

,"",ill

0

:li'::i

q

0 0 TORV,,,NE

?5", 1, 1.5",

~ ,~::::;

0

0

.:5

o:J

IX:

w/sheli

Q.,

Wiferrous nod vies

@

6'-8'

Widecomposed plant

@

8'.18'

33

W/shell

@

22'.26'

W/sand seams

@

24'~26J

Vv'ldCCOI"l"lposod plant

@

32'-341

Wisit, seams @ 34'.36'

W!dccornpos~d

plant be1,o\v 36'

Very soft g(av Sandy C!"y

(eli

...-+-~~

fTr-;r.Hl'

~-

WATER ENCOUNTERED AT

FEET WHILE DRIlliNG

~

WATER LEVEL AT ____ FEET AFTER ___ HOURS ".

DRILLED BY

D(L,

CHECKED BY. _____

~

Ql ____

LOGGED BY

~

__ . __ ..'!:!.§ __ ._

PLATE fl

---

__ TUL-26-94 TUE

9:28

P .. 09

PROJECT: Port Authur

Waterw~,

__ _

~gN~~~'

BORING

94-31

I

DATE

MAY 25:

199~

___

TYPE

~."

CgRE

LOCATION

§EsJ?.1Al>L __ ._ .. _ .. _

~

1 I I

.

I I -rCOMPRESSIVE STREN(HH, TSF I , ..,

R

N

ci

:2:

I-

b

fi'

u

LL

C POCKET PENETROMETER

~

t:~

~

:;

UJ

~

(,).

CONFINED COMPRESSION

UJ...J

~

S:

~ ~

4)

UNCONFINED COMPRESSION ::E Q f0-

Ii.

...

'"

'"

i!;

..J

0

Cll

<f)

0::

W

:t

~

0

[

u

~

IJ)

DESCRIPTION

"'l

&lJ.,.."....h~

{. Elevstion: •••

Soft @ 42'.46'

III

g

:2;::,

t.l

q 0

TORVANE

0.5 1 1,5 2

J',-;:;

I~

6

0-

5

,

i).,! I j} II! I, t'

~lt

I, I. I ! I I IlL

~

~

54

-~~-

6$

I---

S~

I---

Go

1-

,-

70

74

~-

78

~-

82

W!sand seams

@

46'.48'

Very stiff

b~iow

43'

!---~-.-

...... - .. ---- .. -- .. -.--.--- ..... -.... ..- ......... - ...

~

Bottom @ 52'

I

Driller: Dempsey GeZlren

Logoori Wayne Sammons

0

Weo!her: Partly Cloudy, 80 F

Water Levei: 11'

MLT: 2.4'

Rig: D I$< Ii 75

I

26

tft

' ,111

'.i-t-."H."I

"~'~

'r"+'~'

I: '! -

271 9" I I ' Ttt. i ! i : I " [i , ! I

191 137119

- ,jT,#+' ,i

1

,: I'

:+W-+++~'

I .:.

::>'

l,f-}.,

,i

~

i

".

!:

4

Iii

1

'

"i--+-

I! iii

-~-

I

iTI

miT

~_~

! ,,[,

'1

-L_~.!..+

'~1'-

-t 1-'.'

I

+W,

i"

'

T'

tif'!<#±'

..l.J~j

, .

~1

2Z

1

"111'--""""1 "' ..

~

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"111'"

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L.

ii'

,

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FEET WITHOUT DRIlliNG FLUID

WATER ENCOUNTERED AT

FEET WHILE DRILLING

¥-

WATER LEVEL AT

---

FEET AFTER

----.-

HOURS

~

____

DRILLED

BY

.===;.;;-"'"'"===~._~__"""_""'_"'_."..,.",.."

DG

CHECKED

I:lY

QL

,

LOGGED

BY

.

,-,-~.,.....~~--

WS

J

PLATE 6

---

LOG

OF BORING

PROJECT:

FOR;

Port

f'i

r H"l<X

'O~ING

LOCATION:

NO:

i+--3(

DATE:

!>-->5"-1'1-

JOB NO:

BORING

TYPE

"3"

C-~'-\,'::

DRILLER:

\)<?'<III

r..."So."

C,~c.-r-~.\'

REPORT NO.

GROUND

ELE

V.;

\

LEGEND

!

•

a

<

:;

$- Stl.lby

Tu~.

0- D,nl,on

It or

r ,I

P-P,".I,ollo"

T ••

t

J- Jor

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T. bit

T-Hyt1ro'lalle

Wet.,

ra bit

•

a

•

E

I

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•

•

•

•

PFiI.

DESCRIPTION

OF

STRATUM

0

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"So-I

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'J

T L.Gr.

'5i

c

L

:s-~

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S-2

a

V

<'::1

Soy-

L.&-.

SjCL

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Sa,~v

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--

I-

5 -

5- •

0

I/'D

<;:J~L.Gc

<;;GL

3M'

So.~~\<:.

5-4-

0

V~r1

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L.Ge.

<;CL

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So.",\, \«

-----

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f--'

5-S

0

\/e'Cj

Sojl:-

L, . C-r '5.; c l

wI

Woo

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f-

10-

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f--

S-6

0

1f'::J

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L;.Gr.

'S:c.L

wi

w""d

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5.

7

0

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s :3t-

1....-

G,.

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wi

w...",J

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15 -

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1.1 5-8

0

V"'".:J

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L;.

G,.

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0

V'::J

soJt

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Gr.

S:cL

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S-(O

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V":.J

s"Jt-

Li.

q.

>.-

CL

20

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s,tt-

L ...

c-, ..

S;C.l

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So.l(-

U.

Gr.

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r.2 s-

S-13

0

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C-..

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f--

5-14-

0

V::..J

S,.1"

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e,.

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5o.-r

5"-\,1,,

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5-15

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v::J

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C,.

SiC.l

r-

30

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.,. 0

ft-

L; .

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5;Cl

-

5-

1

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~.

C-L

w( wood

-'

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$-13

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w ("",,".1

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3>, G,.

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-V

Q..':j

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w! Wlloo\

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V~<)0Jt

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<);c.L

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<;ic...L

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'-4-5 -; 5-2)

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LOG

OF BORING

PROJECT:

Port

A..-t-hur

lOftING

NO:

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FOR:

LOCATION:

DATE:

>-',-7

4

JOB

NO:

BORING

TYPE

:3"C-or.Q.

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j)~.\",{)S~'

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REPORT NO.

GROUND

HEY.:

LEGEND

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DESCRIPTION

Of

STRATUM

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AUG-15-94 MON 15:31

<:l'

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,

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0

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0

2

f-

(.l

LU

3

IX:

n.

t;;

u.

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4

12

28

PROJECT:

Port Authur Waterway

DATE MAY 2bJ.99..L...-

TYPE

~_"CORE

..J

as

~

~

DESCRIPTION

Elevation: •

~-"O-,-'-"~'-n-o-~~:-~~',~~~W~"~'----------'

Vory soft

G,_,

wishell @ 0'-6'

W/ferrous nodules

@ 6'-8'

W/decomposed

plant @ 8'.', 8'

W/sheil

@

22'.26'

W/sand seams

@

24'.26'

W/decomposed piant

@ 32'.36'

W/s'dt

seams @

34'-36'

W/decomposed plant below 36'

Very soft gray Sandy Clay (CL)

---

WATER ENCOUNTERED AT

FEET WHILE DRILLING

~

WATER LEVEL AT

FEET AFTER

HOURS .11?

DRILLED BY

DG

CHECKED BY

QL

p ..

01.

BORING __ .l34-.ll-_

LOCATION SEE PLAIi ____ ._

SIVE ST

o POCKET PENETROMETER

L:, CONFiNED COMPRESSION

• UNCONFINED COMPRESSION

o TORVANE

LOGGED BY

... __ ws

(\

---

•

o

2

I-

()

~

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l!

w

~

Q

g

~

DESCRIPTION

f-

-

f-

~

-

o

POCKET PENETROMETER

il5

~

:::J

b.

CONFINED COMPRESSION

w...J \::

,. UNCONFINED COMPRESSION ;

~

tii

o TORVANE

0 d

:5

o

~ ~

.. L;;'

Elevation: -

Soft

@

42'.46'

0,5

1

1,5

2

'i' :::;

c..

!f

W!sand seams

@

46'.48'

Very stiff

b~'ow

48'

f-

-- .. - .... _._.

Bottom

@

52'

Driller! Dempsey

Ge~ten

Logger: Wayne Sammons "

Weather: Partly

CIO'Jdy,

80 F

Water Level: 11'

MLT:2.4'

Rig; D 8< R 75

, ,

dt:.

I

H

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