PROJECT:

:rA,~LE~

~UI\,I~t4RY QX~.,ABOJtA

TORY TEST RE'>1Jl.J'S

Port Arthur Waterway

AEC270-94

Contract No. DACW-M-94-M .. O<>OS

BORING NO. 94-'28

rs-:-rDCP~

I

pr --T

B~:~s

,-----

v;s~:------

·r~~-ll'nw

II-:~Tp-;:-r----~~~."ica'

A.a~Sl'-······--

I

TOI'I'ane

I QU l

I

(l ... .e<)

("/),

,?"r 1

cr.".""".,O"

i

(%) ,{pd)

(%)!

('hi

i

% I'assing

i

(lSi)

('c;!)

i

- ._..L ____ .

~-L"'O!

_____ _ ___

.

!

1.

I

I

!.

!

I

0":2

r I)

J'J'I~;*-g;;;y.,~;;;;;-~;~fl)

Iq~"I-"=-!·-··!

-

IIJ~JO

-

f40.1 #1..00_+

11200

f

.--.-~

l--z=t=+--'4

.. - - --

(i

""!!..2..b_

~5b.

- ..

..

15.

:-fsltell

ra

y

'~'''1!'.d,v

__

. -.

(OH)

----

.'._

....

+-::c

I __

...

5S

--r--

__ ..

L

'.

---

1

i.

I

1+-

......1--_._ _

.1'.-----L-.-..-

1

.. ..L--J

.

• ... + __ .. _

.. __

3

4-h

~

(1.

\/ /.

! "'"_ ... ______ - _ .......... ," , ... --r

~_

__

-+ __

1

,

,--t-.

4

i

6 - 11

I

O!

I

Dray "'game clay (OR) -

t

T55-,

.

:

1- -:

T--

i

-H---

1

i

!l.I6,

I

I

.---!----

Ii

~I_~~..:_

1

---

10 - !2

-

±

---f...'L?-",-

----

0}Z

0_

VS

V5

0

b

I

I

,wld""'.mf'<'<!:<!.~''!'''--_____

_w/de<:t?~'~e5~J::~an~

Gmy

~;;~=~1;~,;;:!l_)

o,;:.meelav (OJ!)

__

_____

. _______

-l-_11~

I

-

76

I

I

I

49

__

_--!

J

I

I

______

m

I

,

I

j

___

__

_

I

I

i

'._

- ..

J

1--~----+--t.--

---f

-1-

'

-

.. __ .

I

----I

i

_\-...

+

1_

f

OJ\)

Oll_J

_

---!..----l

r

l ___

___

J

-,

!

II

"--

r

I

12

14

..

:..!j

-16

___

I

{I

~.

1

..JL~Q

V So

c......J.

/G.ay

, "',,,,,,

G,!!J. orgamc_<l"LioH)

org." •. day (OH)

Wh~£!L..j-

wf'il,l

I

6rc......f-_..-J--

6g,

I

0

I

,

1

r -l---

1 i

f-_...

];

1 __

-t-1

1

__

+

1

!

__ ;_

\!

H,

_ [

!

I

I

..2......1 !6

-_~Il......

__ L!

\(50-p~;"'".p"g;;;;~,,-i'aYi!:3lI)

- ..

=-~~-!-

- ("....

L

~~J

_:12_

I

2~t=(Hd=~i-iOO-

_92.2

L

9'~U

..

f!~"-

-=:"

"-Li

_I'L!'

p-

~-:.=~

IS

~O_

--'-!..

;

...

__

-+-V~_._J

+_1L'?..!?_i..9.',<q_~!,!,,:..ciaY(OII)

f;!"l'..",&,n,c

d~;(J0l!L_._

____

..

...J_

L2?

!>~_+----l_

__ L __ -t--+

_ _ _

L

-!--L---l.

__ !

t

_ -l

___

J.

I

----I-

----1--- ..

_______

---

,

' ____

_ _ ___

-j

I

'..L

22...:..1'L

-.-~

.. --'_..Y2c> .. ___

'..r;,aX'''11~,~c.{;I''YJ.9}!)w!:?,"I]_J_1:!.._.

!

_-=-l

j _..J

~-----l---'-

____ .___

'._

_,

.JL --24

_~6__

~_1..¥~

Lf"'2:

olga'.',"

c~"Y

_<Q!:l)..'vl<:Jldl __

L

_'iLL .

.L--

J ___

+

r= -L----.--}....---l----.t _-- ... ) __ .... -1

I I

-t-

'"

_____ -+_ .. _ __

i md

_I..:;::~~,~·g::

c:

r

.'U'ii

Wil:::, j _

!~.-L

'4 ____ 1 __

5..

__ .

_

.J......._ _ __

1

_+ ______________ _

': I

w~~:J~~ l~:-.:·~"'d'__.""OOI-"+J_±-

tJ:=i

t

L-

r

.. - .. ----

L_~

~~J~!l_-34

L~O

...

1¥.~

l:~$::{I~.·~"~(C!:~

w~saJ1=2~_.:~136

17I~~~,OO_L\X~..t

',"l.:J~~:~J

__ .

____

J

~~J

SH:

Sampie Number; PP: Pocket Penetrometer

MC: Moisture Content; QtJ: Unwnfined C{lmpreSslve Slreng!}'

!

!

I

I

I

---

I

. I

I

'1;

'1

I.

II

II

J

it

~

,

•

I~

:1

"'1

.,

I

,

PROJECT:

I--:~

Dep<ll

(Feet)

18

34 - 35.5

1-

19

39-405

10

44-46

!

21

46-48

22

48

- 50

23

50- 52

'--

TABLE 2 (continued}

S'UMMARY OF

LA~Q,RATORY

TEST RR<;1JI:rS

.Port Arthur Waterway

AEC270-94

Contra£! No. DACW-64-94-M-0008

~)!

PI'

B!

(1.1)

I

""

;5 1---

-~ ('I~;~:u~--

--

,,'

--_._---

~'

...

BORJNG NO. 94-28

I

~!~

I

lIDW

1

LL

i 1'.

L

M""llanical Analys;s

Torv" ... "

'I

QU

i--i- ! \_.,

1-

L

I

(;ocl)

l

(%)

i (%) !

%

l'a!>.sing

(lSI)

,(lSI)

I

b,,\-\j'f'

3fi

,-

..L _____ l_ .. __ --

~

I '" I ,., 1"""""" '

I

I

r""' ..

(ML'..-----I--zi:]

--=r=--~--

,"'-, I" .. =t=-_.-

b-e':;<,tO

38

2.25

~~r

I

3+,

2.75

'(-

'"

2.25

t;

~

2.25

I[~~

i

..L::::..:_

;)

i

__

(j"'j'

sill (ML)

wJ ..

n_<.I_~=_:;;_\_--+

'I _

I

-

100

100

100

91.7

~-l---=

~ ~;:":~.:r"~~~l) Wfcal<a£eo:":"L~27

I

+'

t

I

I

+

I,

~rl:;;n&graYcl.y{cil)wicakan,,,u·l-

21

-95

H

77-

25-

100 :100 1

99.9

i

9'1_91 94.4 I

i

1.47

i

"t"i

_~""dul"s&san~=ms

.L___

__

-r----.

__

I

__1-- __ '__

I

f/'t.:!

Tan

&

g"" day (Ol) wlcaic'areo •• I 32

!

. Ii' i

I """"l

)'t'l

n!~~cs &~ ~-"d seam~c.hC'ken:;;:iI!J,::~_

I ---t----L-

j

~

)

l___

i

!

! __

~~~~! f:~<~~~~ic~)WJ","l

L

~~I__

I

_1_..-J_

.. __

L

I

I

j

L __ -,

S/f:

Sample Number; FP: Poc,kel Penetrometer Reatiing; MC: Moisture Content; QUe Unco!ltlned Compressive Strength

---

PROJECT:

Port

AI..Ithur

Wf;lterWJ1Y,

__

_

ENGINEERING

'li¢iECHNlaAL

!;Ne.JN~E'~S

CORP,

BORING

_-'t.9~4,·

28

o;t

DATE

M,A.Y26Lt99L__

TYPE

3" CORE

LOCATION SEE PLAN

(1)

,

T

N

t::

•

%

o -

~

I-

[

0

-'

2

(f)

~

U

a

IX:

UJ

Q..

I

4

a

36

40

DESCRIPTION

n:

~

fganic CI$." (OHi

8ecomes gray below 2'

W!sheii @ 4'-6'

W/decompoS(!d plant

@

61~12i

W/shell @ 12'.14'

W/siit

seams

@ 14'-16'

\;\'/sholl

@

22'~261

Medium

be'ow

28'

.-

Very stiff gray Sandy

vv!:j('.uid seams

la"

y

t"-L-;

< '-' ,

BORING DRILLED TO __ •

FEET

I-

o

~

I

u..

~

_:2

-

0,

U

0 POCKET PENETROMETER

i.!i

~

::;

¥=

~!:J.

CONFINED COMPRESSION

tJ.j::;

~

~ ~

s: ..

UNCONFINED COMPRESSION

~

Q Iii

m::i::::>

91~

'1 0

TORVANE

no; 'o;?

0

~::;o..

is

,5

G,

"3 CD' I

,

ii'

, I ,

I

I

ii'

I , ,

Ii'

1 i i

Ii' I ' I I ' i , I

. . , ' , , ,

49 Co \ i I I • 14+f-+4-Ll--I--'-++-+-l-'-f-,.-1

60

i\i'iiJI--W-)...j---'-l-:..J-\....-W-l-~"J,.I-w.u~

23

64

~I~,

, ' i I

m:ttt1$#4~,ttttt+-,j,"

I ! . I

' "

,. '

• I

..!

I:

~

Ii' I

' .

"i'II!'I!'!:""I""'I"'""!.!,O

104 t I " "

14'- .. -"", -ilc,,-,'?'I

17

36

WATER ENCOUNTERED AT

FEET WHILE DRILLING

~

WATER LEVEL AT ___ '_ FEU AFTER

HOURS

~

DRIl.LEO BY ___ JH .. ______ CHECKED BY __ "_..9.\: _____ LOGGED BY

____ ..l1:1.

PLATe 3

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

---

-.--~'

"~'.";~'-::~~_;:;:::::;';;':

.;,:;,:::x::~',;;;:-:;=:.:;:;:;::;.:,~

...

,;;:..:::::::.,."",-,=~:;-.,

--

r-""""'"

"'--

'---.

---

PROJECT:

Port Authur WatefW3Y,., __

:

iGINEERS

CORP.

BORING

_____

94-28

~_

I

DATE iVliW 26, 1994

TYPE LGlJRE

LOCATION gu.b.6J:j ___

~

...- I' ,',

"

,.. COMPRESSIVE

STRENGTH, TSF

<!'

~

DESCRiPTION

a

f-

w..

0

(,,)

-

lL

'if

~

CL

(/)

~

;;;!

~

~

:::l

'4

0

'"

,.

N

tti

""J

""

o (/)

ci

~

0)

W

g

~

a::

:2

>- 0

....

"

(f)

U

U

UJ

g~

I:i.

-

~------

...............

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

.......

-~-

Very s(ilf gray Clay (CH)

w/calcareolls, ferrous nodules &. sand

seams

46

50

f-.--'

64

5S

6Z

,

I

I-

66

r_--.._

I 70

,

c---,

,

r

74

!"-

7S

a.

~

Becomes tan &. grZiV belc'vv 46'

VII/slickensided

b~lcw

50'

Bottom @ 52'

--,--,,,-,----~

Driller: Dempsey Gearen

Logger: Vlayne SarrmlOfis

0

VVl:,3tner: Partly Cloudy I 80 F

Water Level: '11'

MLT: 2,2'

Rig: D

,&

R 75

32

32

+, Ii! '. r.' TIT '. I

I. '!I

.. ....rl+t

1 ;,

!!

I I I

~

i I I i I.

w,-'

II .. /

1

"1: TTTiG"

-II! I ' I I' !; I I I! IT

,~,

ii'

/.;1

II,'

TIr'1Tti

!i II :11, ,III 1'1 \ I, I

I!, I

I,

II I,! I; II

r-Ti

-i-Lll

, I II mil

Il';

'!

iii

I B'

!,

I I

1!

!

i

.1..1"'1

L:

I.

III',: i! ii', WI : m

, ill JJ.:.' r I I I I ! ,-1"1-'

~JL

f

mil!

I I.' !,

niT,

!.

1 I I'

iii!!

I I ! ! ,"

tTT

TI'.'

r-;

il'l I,::

i']T1~1

f

, ,'-I,

[ 't,

I

I~,

!',

,

!,

'.,

,n"," 1 I!

•

'

I

II I I. 1: i 'I i! II I, I!"

r:

I

'

I

IT

J.J...i

:1'

rj',

i ,I i;

!,

,,,

,I,

I

i

,~-j-I

I-+-

': i!!

1

i \ ; i ; I 'i': I ; i

!.L.,~

• I I! ! I ! I I ,11 i

I

ill

'.

I

. i-I

-I

'

t-j-tTr-ITi+

,

'1-...

I

'

,

I

,-1"

" I I ! I , I , ' ,T, ill I. i 1.TI" , I I :

11:'I'lil!111!ii!"li~"1

'Iii i 1"1: I !IT I

!

i"F. ; i.+

I I 'I .. , • __

•. _

f

f I ! " ,,: i II I, G m ,,1 I I

BORING DRILLED TO

FEET WITHOUT DRILLING FLUID

'

WATER ENCOUNTERED AT

_~_

FEET WHILE DRILLING

<'if

WATER LEVEL Ai

FEH AFTER

HOURS

~

DRiLLED BY

JH

CHECKED IlV

QL

LOGGED BY

JH

PLATE 3

---

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:....,

---

.1' U L

~

:'2'

Eo - 9

4-

T U E

9:18

P~02

<i

(j)

0

r-

N

ci

2

~~

t.\

I.!J

0..

~

r;;

'"

l!

""

:t

,..

""

el

JEi

40

PROJECT:

?ort_Au.1hurWate(Y'i.~-__

~~~~~~Jilr[lg,f,£f~'

BORING _21-

28

DATE

MAY

26,

1;JSl.:L_~

____ TYPE

E~J

___ LOCATION

.§JJ:

.P~~

___ ,

g

::<

Vi

>-

DESCR!PTION

Elevation: •

V,,::(~koqr!:t<r(;W'iG

Clay i

Becomes 9[1)Y below 2'

Wisheli @ 4'.6'

V

1

!/ceC(rmposr:::o p:,;1nt

@

6

1

..

12'

Wlsne!i @ 12'.14'

W/sHt seams @ 14'.16'

\N/sheH

@

22

'''26'

Medium below 28'

1----,---,--"- -----,--""-,-..,--,,-.-''''-''-j

V0(Y

stiff

gr8y Sandy

CI~y

w/sar-:d

se.arns

Dense gray Silt itvll)

w isand

ze

E STRENGTH,

C POCKET PENETROMETER

C,

*

CONFiM,1)

UNCONPiNED

COMPRESSION

COMPRESSION

o

TORVANE

IN,AHA ENCOUNTERED AT

fEET

WHilE

DRILLING

¥-

WATER LEVEL AT

FEET AfTER .. _____ HOURS

~

DRILLED BY

D0 ____

CHECKED BY ___

Q_L ____

LOGGED BY

WS

PLATE 3

23

28

---

_:r

LJ L - 2

Eo -

9 4 T U E

9:2121

P.04

~.

-"

'<.~

•••

~<.-~~"..,..~~

...

~---~

..

'''-~----,."~-------

-

-~-----.~

i

r)~'~()JE(~T:

Port

l~uthuc_,Y.:.Later\;vay

ENGINeeRING CORP.

a;hYrr!<":"I~Ir.:,~!.

aNCIN~ERS

BORING

94

;~}3

I

!.l!\rE

r'Jl/\

Y 26, 1994

,TYPE ?",::,-CORE

LOCATION §l:E PL,AN

:; !,-

---r-"T

I

r--------'-~·'-·-·-'·----·-~rr;rCo';:;,PRE$S!VE

S fi''iF.1'>JG

1

t'i'-;s;-r-rJ-

t.:..:.~

~

!

!

'

i--

C'.

.....

,

~

I

I

'/

,...

C

I

I

I

1

'

I,..

~

c,

~

, J

i

III I'J'1

[)ESCF~ler

Cli\jl

9!

t I

P;")CKET PE1\j'E

f'RO\~L

ffd

I III; :'j

,:, i

. :r,

~

'.

CL

I ' CClNF!NED CClMf'r;E5SION

I * I') i ::!

!

)1

1

:i ":

~

I ..

UNCONFlr~El;:' CO~/'PRESS!()I',

~ ~1

.

i-

,.

~

!

'

t

,

q

.....

U

~

Cl

,

'.

TORI!

ANE

',""\i

I

5

<5

_~

..

<;(

J

I-~

)\. '\ )'11,.

ro

.;:;::::::J

0,5

1

i'~1

~l

.....

n..

-'

"

-,

,~

,

" I

' /

"

I

'-1!

, "--I--rl-tr'

.

"~-'-i'"

I' , ! I

i ' "

"

I

i

"

'

j

,

1

, I

'.....

I

I I ,!,

.

./

\,'

"jl,

II'd',

C "

\ ...

1--

!

"",:"

L.:....-..,

'~--r-l-

'

,

..:.-__

I

',~

II

,~/,/

//

..

,"-"

\',''',>l,''''''''~':''''''''''{]

I'

I .'1

1',.,,~"1

I'

__

'1,,1-1--+---+1'

.,

,

......

.',

-l-I.

I

.,....J.

' , I ' '"

-r-"

'".

L:, ,,-,.

'

'_ ',\:"

1

77

.' ...

I

1:6

?':

{;!'

{'I'll

!,

!il'1

~,(Ji':l

;",t)

,\ ilt)

i

\\, ".:,,;KC!I'-;idc:i l.11>(l\\'

:-1(;'

."

3)

I

I

"I

,

!

"(l'll,!-

">I: ,I:,,',,,,

,<1'1~!

!,

\

..

','II

' .. "",",:','

,\1 <..;

' I __

I

1._' 1

1-h-~

,i

__

I ___

L_~

I

I

II ,.",,,,,,,,,,;1,.,,,, r,HI!\

,~:o

IdV,

,;,cf,

II!

r

,_,1

1

,

1

j~:

,

I

' , '11'

I' ±tt' , I

t'

::,">;:'.--:~"",

I'" 1

'iT'

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