ENGINEERING

AND

TESTING

4

@*

UBOR.4TORY. IN..

BORING LOCATION PLAN

NO SCALE

October 7,2004

TOWN OF QUINTANA BEACH NOURISHMENT PROJECT

Ann.:

Mr. Hugo E. Bermudez, P.E.

Port

of

Bay Citv

RETL Job No.:

CO400619

Bay

City,

?ex&

ROCK ENGINEERIBG

AND

TESTING

LABOWTORY, INC.

4910

NEPTUNE STREET

-

CORPUS CHRISTI, TX 78405

---

REMARKS:

-

STANDARD

TEST

8ohg hation

and

&p!h

war

detennind4

Coal

and

Harbor

Enginee"ng.

!m.

and

P

-

POCKET PENETROMETER RESISTANCE

boring was performedby Envirocore. a drilling

subcontracto~

to RETL.

T -

POCKET

TORVANE

SHEAR STRENGTH

---

+

.-.--

\I

M~OJI

003

411 1

t'.

kJi@/aiw

US.SmkOPENWG#INCrCES

I

U.S.

!EVE

NUMBERS

I

HYDROMEER

11

3

1.6

'

34

'm

a 4

'

8" 14"

2,

40

'ml,*

0.001

-_I.-.

GRAIN

SIZE

IN MWETERS

GWEL

I

SAND

cotuse

c(....I

mad~um

I

fine

SILT

OR CLAY

Speclmen

ldentlflcation

Classification

LL

'PL

PI

Cc

Co

BB

1,O

1.13

210

--

---

I

.-----

-

-.--

%snq

-

%clay

1.0

96.0

5-0

6

9

-..-

8

C

Rock

Englneerlng

fmsl

TesthQ

Laboram. inc

GRAIN SIZE DISTFZIBUTION

-

reto

Neponre

smt

Projed:

Prop.

Qulntana

Beach

Nourishment

8 4* I

COI~USCM.U.TDPS~~YO~

3

Tekphonc: (381) 083-4553

Location: Port of Bay

City,

Texas

Fa.%

(361)883-471

1

3.

Number:

C0406619

---

t-

P

2

5

In

3

5

US S IM OPENING IN

INCHES

I

U S SIM NUMBERS

I

HYDROMETER

6 3 215

'314

lt23/8 4 81014182030405060 100140m

100-

I

I

Ii

II

IiI

I

Ill;

95

\

90

.

i

85

80

75

70

I-

65

I

9

60

W

3

>-

55

m

z

g

50

U.

I-

45

Z

W

3

n

40

35

30

25

20

15

10

5

0

100

10

1

0.1

0.01

0.001

GRAIN

SlZE

IN

MILLIMETERS

COBBLES

4910 Neptune Street

Corpus

Chrfsti,Texas 78405

Telephone: (361) 883-4555

Fax: (361) 883-4711

In

3

Project: Prop. Town of Quintana Beach Nourishment

Location: Port of Bay City, Texas

Number:

C0400619

GRAVEL

SAND

coarse

fine

coarse

(

medium

1

fine

'

S I H OR CLAY

Specimen Identification

Classification

POORLY GRADED SAND(SP)

--

6-8

6.0

Rock Engineering and Test~ngLaboratory, Inc.

LL

Specimen Identification

$*

B-8

GRAIN SlZE DISTRIBUTION

%Silt

(

%Ciay

2.0

D100

2

PL

PI

Cc

1.07

D60

0.36

Cu

1.80

D30

0.278

%Sand

96.0

Dl0

0.2

%Gravel

0.0

---

I

-

U.S. SIEVE OPENING IN INCHES

I

U.S.

SIEVE

NUMBERS

I

HYDROMETER

1

I

GRAIN SIZE IN MILLIMETERS

I

I

"U

..

3