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...

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IJJ~1J.1.1

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...

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

...........

CHKD.

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

DATE........................

.§.kI

bL=-

.t:1Q.Q.6..!.l.'::\~L.£~.~.!H:r.!.§?.

£f-JC-L. f.-JO.3

SHEET

•....

...........

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

JOB

NO •• _ .... _._ ................................. _

......

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

.......

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

_._-_

_._

_-_

........

......

...........

''','=w;-''''="=~"."..,,~'',,.,·''=>'',>m;''~=~v,''''''''"<IW''''"'','''~~'''<'w~''-'w,~,"""-".""'.,

;;"""'<-

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IJ.

IJ';

(,.J

TABLE 3

,sUMMARY

0Ji'

J:,ABQRATORY

TE,ST

RESULTS

PROJECT:

Port Artl:rur Waterway

AEC270-94

Contract No, DACW-64-94-M..(l60S

BORING NO; 94-29

I" I -

wec,~

(151)_.

B~!:s

t:!_J__

T--- --

CI.""C«a..,"

V5~~--

----r

__ .

i%~

T-

(pel)

L(%)~.l--r.

: .', i'

% l'."sing

..... ". .

'-T

~~IS!)

,-.: r:-1

ill

0-2

r--.--~

r;:;---.-------fc;c-r.-.--'

'L5"l@Ilicet~{9.!iL..___

..... L

-_-'E~¥4

... ...

#lO

11140 #100,11200

't---.-

.. -

-1

. 2

2 ._4_.

. __

~"'Y

OI}!;nHC

d.;:JQH) ____

12~

.. __ . .

1--_

l-..!

t3_

~d·-,

-~·r·

fl.

.~-.

()

,..

~"'l..orgamc

C~,..."."

Gmyo

.. ,gaHiCclaJ-(OHL_--.

clay

• .1'21

(OI!L

____

••

-I--"

38_

52_

...

-~t'

-- r-1=,

--r---L-.-

. f

-J-.------+--

i .--I----t----

--1_---t--.Q:9Li---.,

I---J

!- .-----j

Gray "'1l".IIIe day {Olll

III •

I (UO!

I-;;

~·-12:.

::-

;;:

:: ::t-:

I-~'

-.-

.. ()

.f.

-.-.

...

'+~';~~~-.j=::-f

. ...

~·~.~.;~;.:~;~:i.:~::-~=~=+

w!.l"""n'l!'!s~la",

G"::;::;'~~.

wldoco~dl'la'"

1;~a;.;HT

- --.-

-1-

--::-jl

108

t..

.-!--.Jf'---I.-----!

·--1l2!l~41.

t-I

-l-

".-1-:

. .1

~-~

I '"

'-'-1

w'l"

}--t

-~~4----1

,!.O~!

.M·-tO~i4I.

..:._~14

~!!_

Gr3.L.?!g~u~c~ll.Ol!L

_______ J_

73_+~

--_1. ___ S=-- __

-t-----~.----i_--

"~_

IJ 24

U__ ____ G .... y

(l~

.. }ccl,!YJQ!.fL______ 2":... ___ ._

'=t _.I'

- ... - .. _1. __ .....

_..1_._. __

.;.2.1\

''''''''''._

... _ •. _ ... _._. ___ -1_ ....... _.1. __ ...... -<--_ .. __

1____

.1 __ '-_. __ .

._---L- __ .

Sit:

Sample Number; PP: Po<cket Pcndmmeler Reading;

Me: Moisture

Conte'll; QU: Unconfined Compressive Strength

;3)

il.

I))

IS!

'"'

Ct::

IJ.

')\

..I

TABLE

:!Jf.ontinll~

SUMJl.1ARY OF LABORATORY TEST RESULTS

PROJECT: Port

Arthur

Waterway

AEC 27fi.-94

.BORING NO. 94-29

Depth

(Feet)

Contract No. DACW-64-94-M-060S

--]-----r

~r-k

Torvane

I QU I

-,-, -r-------

M«JwUcal AnalySIs

, I) (ISf)

SPl

UDW I LL

PI.

% Passfng

,IS

t .

III"..,.

,,,,, ••

! .

(%)

(PC~)

(%)

"-j

Class,f",alJOn

11200

per .

ii4

#10 I 040 #100_.

--'-----"'-='-

(lSI)

34 -.%

'il! ..,.,us

«000,"1"'''''-'

pi.""

-87

- "' {OB)

w/slit

8] n

II 'I

~36

38-40

-JE

1---

-- Gray

Gray

seams

orgamc

organIC

day

--------

{Of!) w/"l!

t-'-

_ ______

---

-=t=-

'--~jOO.-t-JOO

=t='

EI'

i 99,9

99.9

----r

___

99_1 I

j-----i

21=11 40-::-4ZIo--r--

-----r-

i_;;'~"'Cd'Y«*!;-==-

-~i--=[:=--+-

+' __ I

~LL-

-=E-

---t

----

_'".:-

4' - 44

----

I Grayorg.mcclay

Gra'lV

C)[iJaHT{;: t::kt)"

(O'!)!

,: ---

--!---

+---

'..

___

--l_

-----l

-- --t----'

44 -46

7\ '

;

24 46-48

~--

, d

±'

, __ _

---

50-_11

- ,,0

.-..-L

i. 1

se.aws

Gmy

Glay

_.--.--.,

organic

mgaolC

clay

day {On,

(OR)

wf.sall

wI""'"

~__

-----/-

----L.......J_

-----

1--

_._~

---.J

___ ,

~__.

I --

. _ . ...L

___ ..

_L__

_ ___ _

Sf!:

Sample Number; PPc Pock.et Penelrmneler Reading; MC: Moisture Content; QU: Unconfined Compressive Strength

.:rUL 22--'::'::4

Fl':'~:

'i.

fe::.

p,.

1. 5

PROJECT:

Port

A_uthur

WaterwaVL

ENGINEERING

CEOT!!¢HNrC,~l.I!N4"lflIiERS

CORP,

RING

94-;2=9_

<:T

•

:!;

....,

U.I

Ct!

DAT~

['{1;;Y)6,

1994

TYPE~~'_CORE

DESCRIPTiON

Very soft grav Organic Clay (OHI

V'i!shs:t

8;~1 O~

\;V/dccomposed p!afit

10!-18!

IN isand sBams

32' .36'

\Nisilt S0ams @ 32'.40'

\N/decomp()s'~:d

p18i1t

34' .. 36'

WATER ENCOUNTERED AT

FEET WHilE DRILliNG

WATER LEVEL AT

FEE-r AFTER

HOURS

DRILLED BY ____

JH ____ .

CHECKED BY _______

...9L

LOCATION SEE PLA"'L- __

TH, TSF

o POCKET PENETROMETER

f::.

CONFINED COMPRESSION

1ft

UNCONFINED COMPRESSION

[] TORVANl::

LOGGED BY ____ JH ___ _

PLATE

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

14-16

20-23

-3

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

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

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

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

(},~~+ec:0

IS"6

,P!cd~7

ShC)w:o.

>-11)

LL LJ2l.kLE:....,

__ TUL-26-94

TUE

'3 : 2 1

P.05

•

til

""'I

a;:

Cl.

t;;

;:;

PROJECT;

Port

Autrur

Waterway

DATE MAY 2f;),

19~.:L_""

TYPE 3" CORE

DESCRIPTiON

Very soft gray Org0010 CloY (OHI

""""'Y"'@S'10'

,y' ..... ':')

W/oecompostd pl,mt

10'-18'

'Nlsand SG,afl1S @ 32

,.36

Wisitt seams

32',40'

W/decomposod pian, @ 34'.36'

.....

Q'J

.1iII

ENGINEeRING

C£OT5CHr~I',<'I.~

[NGiNE"I;R3

CORP,

BORiNG

94-29

LOCATION SEE

PU~!L

ESSlve s

o POCKET PENETROMETER

L CONFINED COMPRESSION

.. UNCONFINED COMPRESSION

o TORVANE

FEET W!.HQUT DRILLING flUID

FEET WHILE DRILLING

WATER ENCOUNTERED AT __ _

WATER

LEVEL AT

FEET AFTeR

HOURS

-:!f

DRILLED BY

DC;

CHECKED BY

OL _ •. __ I.OGGED E

__ _

li~

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

,,*,,,,,,,,,,,,-,,

••

,.,.,,,,,,,,,,,W-

PLATE 4

..J'UL-26-94 TUE

9:22

P.06

PROJECT:

Port Au.thur

Waterw~

__ _

TYPE 3" CORE

ENGINEERING CORP.

GEOliiCj-INICAL

E;N~!NE:EM

BORiNG __ .$4-29

LOCATiON

SEE PLAN

'<I""

DATE lVIAY 26, 1994

----

0')

I'-

;.w

...

<f)

;!;

u.I

i§

;o~

,._-

~.-

,._-

1---

,----

~,--

DESCRIPTION

Elevation: •

W/.and seams below 48'

Bottom @ 52'

Driller: Dempsey GeClrefl

Logger: Wayne Sarnrnons

Weather: PartlY Cloudy, 80 F

Water Level: 12'

MLT:

2.2'

Rig: D

R 75

tJ)

\.t.

'eft.

u..

c:i

III

:t:

'IVI

r- r

li.IJ....,,1I

I: STRENG Tnj TSF

::;:

POCKET PENETROMETER

::;

A CONFINED COMPRESSION

tJJ -'

•

UNCONFI~~EO

COMPRESSION

o TORVANE

0 d

0.5

1.5. ____ .2_.

<;" ::l CI.

"-'--'-,1

.!ilmtF'lll

, ! :',

11'11

lJJlut=ttJ+H

1"i~ll1't'

Ttt', ' I

[-r'T

Iii!

'-j_Lt

, Ii'

' ,

I •

I ! i

:!:

.JF

1 'l ',.

i ' ! L ;-:--i

i_,

: 'I I I I I

, I , i i

, I , " 1 I i

___ L.Li._L_..L

lLLL.LU'

, I

-I TTTT'; I} i ' I UJl '

l ___ LLL -.- __ LL

J .. L,-"

i I ..;..

1fE-

I-Tf --T-;

l+t+

,'" I

I -I ir-rr

)-1'1

I_I

I l .l±

: I I

I I

HeoR1I'iiGDRILlEo" TO

-FEETWITHOUruOAllCliilG

FLUID

WATER ENCOUNTERED AT

FEET WHilE DRILLING

¥-

WATER LEVEL AT

FEET AFTER ______ HOURS ,.,.:-

DRILLED BY

D'G

CHECKED BY

LOGGED BY

_:iLl?,

PLATE 4

PROJreT,

Fon:

PorT

DATE:

5-.>.'-~4

DRILLER:

•

;

•

-....

•

r II

•

$-1

s-~

f--

I--

- 5 -

S-3

.5-4-

t---

I-

t---

S-5

f-fO-

I--

t---

$-6

t---

I--

~'-7

15-

S-8

. \

~S-J

S-Io

_ 20_

--'"

- --

S -II

"i.-P.

... $

s-13

t---

I--

5-[4-

t---

'5 -f 5

I- ""

I--

\I;

~,-

s-18

S_I-,

S-20

-40-

'S" -.21

,-~-

5-21

--_.

---

I-

'1-5'-

"';-l.3

LOG

OF BORING

At'tl",,,

BOftlNG

LOCATION:

NO:

H -:;..?

JOB NO:

REPORT NO.

BORINO

TYPE

GROUND

r-"

ELE

V.,

LEGEND

S-Shllb, T.b.

0 ... Dlnllon

Ifh".,

P-'tntlrallofl

T. ,I

J-Jor

I~'CO"

~-p""lrOtl."

S. '" ,II

0-N.

",eowI',

'V-It.lle

W.,,,

To b',

T'-HY'r.".,lc

Wolt, To bl,

PDf.

DESCRIPTION

Of STft.ATUM

V"::J

-S'5-1-

6-.

<;;

Sa.~\

\ '<.

7,,-<-

S~~f\E'

V<&'::j

<;'J

Gr.

")-; c..L

---"

VV'..)

-S'jt

Gr.

-<;;CL

---

V"::J

-5 'Jt-

Gr.

,,),eL

.=JOvr

"5",

'~r

\ ...

----

---

V"::J

S oJt-

c"!'.

C;"CL

:jI-

G-.

<;,c.L

V"--!:j

S'j~

Gc.

'S-i

C.L

-s 'Jt-

Gr.

.,'cL

c;'jt

-S;Gl

S~GL

J'""r

So. ...

~I~

Sj't-

'jt"

G<.

-S,c..L

VIC. )

S 1t-

Gr.

S,'cL

3qr

";~-f

€.

V::J

SOJt"

Go.

..:::;;c...L

-::Sa.,-

'5QU~

I '-

V"-~

-s jt-

-C1".

""., c.L

V"::)

oj~

6r.

S",,-L

:S-""r

So.w'~l ~

V"')

<; oJt-

Gr.

"S,

c..L

w..,

S oj-t-

c,.

s-;

c.L

'-!.,":< ')

." ojt-

q .

"3; c..L

---

V'J

S11;-

c..L

~~")

"7 'J'"

-S~cL

-sj~

6,.

-s..'cL

-::s-o-..-

'5"""\

V':)

""J

s.Jt-

'5~",L

:r~1'" -5,,"~\

\J,,~,\

<;.h

Gr.

<;,'

50..r

"'5 ..

V"tl~

PROJECT:

por"t"

FOR:

DATE :

5-,,-,/4-

DRILLER:

;

-•

-.:

•

;

......

•

_IL

•

fIG

•

...

•

s-,,-~.

S~:lS

!;-o_

'S~>.

'---

5S-

LOG

OF BORING

.Art-~,\,

lOftiNG NO:

9+-

LOCATION:

JOB NO:

a ORING

TYPE

"3 "

(<ot'".><::;

REPORT NO.

GROUND

ELEV.

;

LEGEND

Shelby Tulu

D-OI"lIo" IIet"t1

p-"nllrollo"

T,.,

J-Jar

I-Cor.

p, ",lte.lon

8.",ph

1£1- N.

"ICOWI',

'V-lIolI,

W.II,

Tt bit

T-Hytl,.IUllc W.fer

To bl,

iPfJl.

DESCRIPTION

STftATUM

Vt:J

<;vjt-

Gl-,

S,'cL

"::JOV'"'

-S

>---\' \ "-

V":J

SoJl

0:,

"s-,'

c-L

7"""

S~~\'

I '\.

V<2-D

-S

'Ji:

Gt-,

"S~'c..L

RCl--'

j)",

Yt-;

1\",,"

J)"""'r-

C""1"~cLr~_.'I\

LoJj'X-

~\\'<.

-5CA ,. ..... HI'\. D 1\

WQ.w'-Mx-

l0',A"-'

?~:J

d'u~.,

~u'

\J\

t d,J, I

(l')

,....

IJJ

0::

PROJECT:

Port Authur Waterway

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

."'-"""C-E''''',->

...

',0,-,.","".,:"_",,,-"

ENGINEERING

a;£OTECHNIC;Ai.

5~G1NErR~

CORP.

BORING

94"2~_

DATE

MAY

26,1994 _, ___ TYPE

LCOf}L __

lOCATION

SEE

,=-LAN

...

l!;

DESCRIPTION

nic Clay (OHI

W/shell

8'.10'

Widecomposed plant

@ 10'.18'

Wisand seams @ 32'.36'

Wisilt scams

32'.40'

W!decomposed

p~ant

34'.36'

WATER ENCOUNTERED AT

FEET WHILE DRILLING

WATER lEVEL AT

FEET AFTER

HOURS

DRILLED

CHECKED BY

TRENGTH, TSF

POCKEr PENETROMETER

L. CONFINED COMPRESSION

.. UNCONFINED COMPRESSION

o TORVANE

J..J

.'.l

r--TTI

, __ . LOGGED

W.fL-_

PLATE 4

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

----------- --

AUG-15-94 MON 15 26

P.03

P R OJ E CT: Portp,

iJ !b,1l

W;:;/:LiEL __ _

ENGINEERING CORP,

GEOTECHNICAl.. ENG1NCGR!

BORING

_---M..29 _

DATE MAY

26.LJ.?_~_4

_______ .___ TYPE

,;3"

CQ_~

__ LOCATION SEE PLAN

- -_.

-- .. -- .... -.---,

"1 I" r COr:{PRESSIVESTRENGTH,

TSF

I I" I ....

t;:;

-l

za;in

@ *

DESCRIPTION

0 (

..,

Elevation: •

-----

I--

f---

1--

I--

1--

I-----

W/sand seams below 48'

BotlOm-@ si'-

Or11l0r; Dempsey Gearen

Logger; Wayne Sammons

Weatlw: Penly Cloudy, 80 F

Water Level:

,:2'

MLT: 2,2'

Rig: D & R 75

I : I I I I I i I I

Elii:

i f II:.

IlQHINu DRllLEDTO----

rEET

WITHOllT

DR!LLllliGfLUIO-

WATER

ENCOUNTERED

FEET WHILE DRILLING

WATER LEVEL

____ , fEET AFTER ___ HOURS ..

DRILLED BY

CHECKED ElY

LOGGED BY

PLATE 4

'<"'<7"..,-

TABLE 3

SUl\fMARY 01' LABORATORY

TE~'T"!{ESULTS

PROJECT:

Port Artnm Watenvay

AEC 273-9'

BORING NO. 94-29

ConlrdC[

N..

DACW-64-94-M-0608

s~l--~'h

1'1'

~i~--

Vi"""i

M(..I"OW

-r-:'

hanical Analysis

Torvane Oll

_~.)

(t~

;~l~__

Classif!cation

(%)

(pt:~J.~~~

(%)

_Pa_s_Si~.g

_______ -l-_(_ISf) __ ..L(lS_-f)_. -I

r--

~.,...

f.-.;!·'c:...jL.2.~"L.+-_,o0

... -..

.. -

11-

_.2. -_ :,

()