il.

~.!

,.;

();

Ii.

f'~

{'.~

TARL~4

SUMMARY OF LABORATORY

TF~l'

RESULTS

PROJECT:

Port Arthur Waterway

AEC27U-94

BORING NO. 94-30

Contract

No. DACW-64-94-M-0608

[

;-:["'~,

\,1 w I

.:::.-~-

---'V,iS,",I, .----.-r,.

Mel

"nwl u.

~I!

PI. I"

Mocl1anic,,1

All.Irs ;>

"-1 T_I""

.. _

(Feet)

If.:"_i ____

(:la""ificatiO~

_.~~

(PCQ

(~~l

~%~._

!_~I)

(ISQ

----:-

Gr~}

orgaRic

day

-- ....

(OJi)

--------r--

, liO

-1-.--1"

1____

----~~~

114 #ILlL40.

-\-- 1

#100 11200

._- ---

=t--

Gm)~",g'IlIC

clay

(Q,l!l___ r

63 57

(,7

27!

[. -1

Grayorll,,,icclay{OHj

104

< __ I

-1---

1---1--'

(Hl9--1-

__ L:;"",garucday(ml)W/san<l

8&. ! ... __ 1

! _

I-+-

....

f. (l.B

J---!

_~r-"l..<'rg."iCd".i'(OHl

81_ - .

..J

.-+-- +_:-rj

t=-1= I

.---f

~~~~:~a~~H)

Gray or);"",c day (011) . 11<W

I 93

-L~

184-

91-'r-

iOO

-'!(l()

'N~o-t

98.6=+

-11-_-1

wldccnm.P.QsCtJj)lan!

___

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

_ _ __

Gray

"r~a"ic

day (OU)

103

iii

--L

wldr:ciJ!TlL~"ed ill~~

__ ---

--+---+ _.J!

-~-

-.1- __

.-1 __

n! . --- -

---

-18 -t-_o_

~=~I:~::~~e~:ay (O~~ WI~rro~,_

i ...

~:""'J

___

-1...

! ...

1- _ J . ___ .

___

__ .. __ -+--- .;

.18<~~~~

.2 __ +== __

..0'~)',,,gomCd"YJOH).Wi£h(::tL....~L.25

r:::-~~--=-+-.I---i-

l_~

-!=l=l

_ < ____ L __ :

ItT2(l.22

.L--....L-l- .... - . ..--l

(;.!:~:.2~icda.L.\9!1)w!~~ell

__ . .2:'.-t--=t==1---

: . ____ !_ .... _

...

_-f_-" .

.1-.--:

lL.

2~~

2~~-

Jl--L-

()

.. --

..9Iaymgan:t:_~JOH)

()rii.v(H~~>rda.1{O}D__

__ .__

~~4_L-

____

__ +

~_)

---1---~--

.~~

~__

--'1"

....

--'------l----j

__ L ___ . __

J_ - -

j']

{I.2.-'-

2 2.4 0

('-"

.. _-

4.6

f--.o

~;~_

$---

°2

'-~-."

-_.

tf;'-L'

-----

14 .. 16

I ()

--.---~----

seams

16~ 3~~;~ _~

--1= =--1

;~~~~;~"J::~~~;~~.f~il-8!-.

1 . __ ..

--r---I-=~-r--l

j _'. L

___ "-r=' .

Th...:-'.'3_'

___

!! ... _L_ ... _1

Peal.

'lr"~"JI...'!~"n~seOi.£la'Jt'

. ..J.l

._.J- ___ 1.-.--1 __ ...

..L __ L .. __ L

=:I::._ ..

..L ___ -=1._. __ ,

s#:

Sample Number; PI': Poc!:;",. Penetmme!er Re;Jding;

Me:

Moisture Comcn!:

QU:

Unconfinoo Compressive Strength

III

Ci.

ij'.

III

...

CI:

iJ'

c';

TABLE 4

(continucdl

SIJMMARY:QF LABORATORY TEST

RESUL~

PROJECT:

Port Arthur Waterway

AEC270-94

Conn-.act No. DACW-64-94-M-e608

BORING NO. 94-30

r;-,

I_~T

PI'

~::-r----.

-:·~·~~u:--·-

Me L

UDW

". -,

_0,"_

'0'_

I QU

(Fee.<)

It.1)

perl

ClaS>!ljcatlOnj ('i(,)

(PC!)

('Xl

(%)

PassIDg

(1Sf)

(lSI)

r--

.--

- 1'00'

.L ____ ...

L_ ...... _

.L.

IIJI)

1140

8100 11200 +

34 - 36

{)

~._.!.

fu .. :

IlarkJ:\ray

d~mpme<!

pl.nt

1---c

36 -

III .... _

Peat: dark gray dec"lDJ'O"'d pl.",

•

.j.

3& -40

Peal: dark gray decomposed plant

-+--

__ '

2~_

i-'l.() .42

()

l'<.al: dark gray decomposed plant

--1----.-1--.--

42 -4:'

Li.ht

gray

:;andy clay (eLl __ ..

26 I .

'_.

=-:-l

~_+_~.'I§_f-_1.7'>

___ Lie".

gray'",,-"<!Lc~

(CL)

_IS

109

--r--J.1

HJO

100

lQ{)

9')..4

85.6

1.14

46 - 48

,1.25 _

_..

-ra.

li.II. gray s.ndy clay (CL)

•

____ .L-

48 - 50

} .

.?~f-.--

Tan

hgh!Jt"'y sancy c1ay"<CL)

20 . _106

30..

lOll

100

963

71.9

<!.:~

~+_~:52

S"l-

53H;

1.25 . ._. Tan&Egh,oraysandy<laV(CL)

Tan

ligbl $r.y sandy day (CLl_

__ 1--.20

.. -.---

---~-

_._L_._--'--

~---

.J ==I

SII:

Sample Number; PI'; Pocke1 Penetrometer Reading; MC: Moisture Content; QU: Unconfined 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

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:....,

.:r U L --

9 4 T 1 . .1 E

9:23

PROJECT: .Eort AlilDyr

Waterw<i.Y. ___ _

eNGINEERING CORP.

CCEC'I'GC:MNICAl mGiNEER!

P.07

BORING _ 94-?.o_

<:t

DATE

.M~'L

26, 199-:'"

TYPE 3" CORE

LOCATION SEE PLAN

0;>

r-9..J

COMPRESSIVe STRENGTH, TSF

l-~

;;

DESCRIPTiON

"':!::,

CONFINED

POCKET

PENETROMErER

COMPRESSION

w..J

:::J

ii; u

~ ~

UNCONFINED COMPRESSION

::!

t;;

f- "

c:j

TORW.NE

8 ;:1

I--~

Elevation:. _ ..... _._ •...•. _ •. __ .__

co .::\::;:)

,,?

<;' ::; c.

Very soft gray Organio Clay (OHi

INisand seams @ 6'.S'

W/dccomposed plant

10' - i 6'

W/ferrous nodules

10'..; tf

W/sheli @

JAf-22'

/IjI'

V\f/sHt searns below 28'

V\//docornposed plant

bi:;~oW

30'

-~--~.---

...........

~-----

--~

Very soft dark Pe9t: Decomposed pia:Jts

~WAl

FLUID

WATER ENCOUNTERED AT

FEET WHILE DRIlliNG

WATER LEVEL AT ____ FEET AFTER

HOURS

DRILLED BY

CHECKED BY

PLATE 5

LOGGED BY

.JUL-2E.-94

TUE

P .. 08

"'-

PROJECT:

Port

Authur

Y.'JaterY.ll§.Y ___ _

ENGINEERING

QSOTeCHN:OAt.

ellG.iNE\iiR$

CORP,

BO R I N G

94-30

ii.i

c:l

70 ,

DESCRiPTiON

<f)

li.I

i:I:

Elevation: .

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

I I

Very soft light gray Sandy CIBY (eLl

Stiff

44'.46'

Hard

46'.48'

8ecomes tan & light gray below 46'

Vary stiff

.50'

Stiff

50!~52l

Very stiff below 52'

-8~tt;;"@

53'-.-'--m.--------.

-.- ..

Criner: Dempsey Geilren

Logger; Wayne Sammons •

Weather; Partly Cloud\"

80 F

Wator

Lev~l:

MLT: 2.4'

Rig: 0

R 75

I.,;UiVWKt;::;::;IVI: STRENGTH, TSF

I-

IJ..

POCKET PENETROMETER

i7j

I-

:a:

-::E

:;;

'" '" CONFINED COMPRESSION

UJ::;

•

TORVANE

UNCONFii~ED

COMPRESSION

0 :5

co :e::;,

0,5

1.5

~::;

;

109

f.,

I .

•

w..

11i'-Cl-++:Li:L-l86

138 I 17

1.71

7,0 106

+-M+-bcH"'i 78 130

116

:2.0,.

:ttJj

.. J._Jl_

i: ,! I I I

I.!

LlrL~

H-~

. T

LL,

r-!

riftF-TtTffHfRJ

Ii:

m-ti

i'~

p-:+"

II--l~

[

BORING DRILLED

FEET WITHOUT DRILLING FLUID

WATER ENCOUNTERED AT ___ FEET WHILE DRILLING

WATER LEVEL AT ___

FEET AFT'EA

HOURS ""

DRILLED

.•

,.;~,._"',"""__>""~~,,,

,~_

------~~~,

CHECKED

....

.-..

......

...

\.'

...

i._~.='-=-""""'"

LOGGED

flV

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

........

mil"""'"

......

PLATE 5

(Iel

(

LOG

OF BORING

PROJECT:

POt--~

A"-'lI",,.-

lOftiNG NO:

1+-

FOR:

LOCATION:

DATE:

5--'-"-14-

JOB NO:

BORING

TYPE

:3"

CD'"''

DRILLER:\)

,",.

6-~

....

r~_ll

REPORT NO.

GROUND ELE

Y.:

LEGEND

•

D-

•

$-Shtlby

T,,~.

0- DlnllO" Borrtl

P-Ptntlratlon T, .t

J-

Jar

•

I-cort

t!J- P. "'lrotlon

0-N.

;

.; ;

S. '" pl.

....cov.,,.

• z

.....

_k.

:..,

...

• k.

•

'V-IIolie

W.h,

bit

T-H,~ro'''lle

Woltr To bl,

•

D-

•

IprJ!.

DESCRIPTION

OF STftATUM

...

~-I

'I).~

"oft

b" 4.'

d--

:::S-"',.-

s"-r

f--

-;-->.

VO-::J

"5-oJt

Gr.

S>c.l

f--

I-- 5

S-3

V;o

~t-

Gr.

"S-;

c. L

f--

$-"1-

V.:J

4-oj"-

<it.

-s--;

c L

r---

I--

;-5

V'::)

<)~t-

Gt . ..:;.; cL

~o.-

SO""f''Z

10-

f--

S-6

V<~rj

<;ojt

..D.

Gr.

-S~cL

w(wm.4

'---

---

w/w<n>J

$-1

Vo:J

'5~j-t'

5), Gr.

">~

c.L

- IS'

S-8

'ft-

3>, Gr.

-5~cL

vJ(

we",,1

5 -

Vt]

'5.

C,'

s,c..l

f--

S -II)

\J~

7'Jt-

Gc.

'S,'CL

I-- :>-0 -

r-;

()

V~D

-Sat-

."').;cL

f--

'----

S-IZ

V"-£)

'7. 'S--

G;-.

~'c..L

"-5'

-'3

-SoJIe-

Gt-.

-,..: c.,L .

~.--

S"'"'\,k

'7;r-'

Gr.

-s,'Q

"$-14

_ '1

-15

-S "j-t-

Ct.

"'"cL

S-lb

V"-;)

"":]1:-

6r.

-y;q

0{w<>oo\

>---

s-'T

()

0 .... \\

sO.h

'5;CL

"'/w"J,

_ -3.5-

s- 18

[,j

oe J

s -1..9

W 0-. 0\

---.:3'~

-'5-\,Ut.

W <H> J.

"'5'...--

7-~-\~~

S-20

-4.-- ..

-:,

'._.-

-..2}

Wo~<I.

"""'J !

c..

'-;-22

\j"-:J

""'j t

l;.Gi:.

-::;; c.

1-4, -

-<;-.2."

\.1

<;;"H -(

L;.

-S;cL

PROJECT:

FOR:

PO t-'t'-

DATE:

>-6 -

OR ILLER:

•

;

....

;

•

......

_k.

•

f ..

...

•

--'-

s·~"t

"S.""5

50-

-S.2.(.

"-'1

-!>

I-

..J

f- -

LOG

OF BORING

/h rkl.\,("""

lORING

NO:

'ff

- , 0

LOCATION:

JOB NO:

BORINO TYPE

c.,-r.~

REPORT NO.

GROUND

ELEV.:

LEGEND

S-ShllbJ

Tub.

D- O.nl,o"

fI.",1

P-Plntlrallon

T., I

J-Ja,

I-core

p, "ttto'ion

S. '" pl.

0-NO

"eco •• r,

'V-III" •

W,tu

Tlblt

T-Hyllro.,o'le

Watt'

To bl,

POI.

DESCRIPTION

STRATUM

4.:..5

I-\M~

L:.

Gi'.

'S~

'5 \"''\f

L; , c;,. c.L

<;~

~.2.5

'S t-ii

L:.

Gr.

c...L

,., S'

,\.0

Q.'<'",

t-;fr

L. <St.

et <;,'

lZi(J-

..D'\'

j)r;\\U -

y",

..... \." ...

G-Q.c....fQ-,~

LO)Je.r -

\<J~l\~

<S"

C\ 'h.-,

jV\ () I\;J

\rJ

Q.OV<-~,,-

Pc.r~

clo,d~

~'f

Woct.u-

!VI L I

-t01.4

..~.

PROJECT:

Port

Authur

\Vaterway

ENGINEERING

~S!)'l'ii:CHNtC.4L

~N~I~l;:!iA.e

CORP.

BORING

94.30

I DATE MAY 26,1994

TYPE 3" CORE

LOCATION ¥EE PLAN

. ....J

I I

.. -

I I I - "I

COMPRESSIV~

STRENGTH, TSF ;

r-.

r>J

f-.

•

...

W d:

DESCRIPTION

;:;:

....

;;e~~u

POCKET

PENETROMETER

t:.

CONFINED COMPRESSION

•

UNCONFINED COMPRESSION

[] TORVANE

I-

Elevation:

Very soft gray

•

Organic

C!~y~

ffi

I ,

v.a

•

1.0

, , I

I I ,"

I ' 1-' I

l--l;:S:

W/sand seams @ 6'.8'

IN/decomposed piant @ 10'-16'

IN/ferrous

r.odul~s

16'.'IS'

W!sheil @ 16'.24'

',V!silt scams below 2S'

W/decompo$cd piant

below 30'

Very soft dark Pe,;!: OBCO'1\POsed plants

40 .f:XXJ.1I

BORING DRILLED TO __ _

WATER ENCOUNTERED AT ____ FEET WHILE DRILLING

WATER LEVEL AT

FEET AFTER

HOUAS

DRILLED BY

CHECK EO BY _____ ....QL

tOGGED BY

PLATE 5

r---------------------.

PROJECT:

Port

Authur

Waterway

ENGINEERING

C[!OTe:CHNleAL

t:NCIN[(;R$

CORP,

BORING

._-",9-,-4-30.

t DATe MAY

1994

TYPE 3" CORE

LOCATION SEE PLAN

.. -..

I i

I I I COMPRESSiVE STRENGTH, TSF I , ,

t;j

:J:

...

to WJ

(1)1

DESCf~IPT!ON