Rock

Engineenng &

T

es

ti

ng

Lab

.,

I

nc

6817 Leopmd SI

.

Corpus Ctmsli,

TX 78409

Telephone.

(361)

883-4555

Fa'

(

361)883-4711

FIELD DATA

LABORATORY DATA

z

0

"

~

~

;;:a

~

x

z

W

"''''

W

0

'"

Ww

r

>--

<;

W

>0

Z

'"

81:

"

a

"

>--

::;

~

u

/:~

=>

t~

~~

;::

-=>

Z

~~

W

~~

"-

~=>

'"

W

=>

r

~

~o

Wo

~

oz

~

oz

~

"

~o

u~

'"

~

"'

>

=>

>--

"'u

6

W

~

wO

1r0

0

'"

zO:

0'"

"

00.

SS

N= 4

20

2

S-1

3

4

SS

S

.

2

50

61

20

41

5

6

SS

WOH

30

7

S-3

8

9

SS

S-4

WOH

35

10

11

SS

WOH

32

44

14

30

12

S-5

13

14

SS

S-6

WO

H

31

15

N

-

STANDARD PENETRATION TEST RES

I

STANCE

P

-

POCKET

PENETROMETER

RESISTANCE

T

-

POCKET TORVANE SHEAR STRENGTH

~

W

W

>

in

0

0

N

cj

z

'"

z

=>

"

8

65

61

SHEET

1

of 1

CLIEN

T

:

RVE

,

Inc.

PROJECT:

Proposed

Boa

r

d

wa

lk

Segment

LOCA

TI

ON: Goose

Island

State

Park

;

Rockport

,

TX

NUMBER

:

G111118

D

RILL

ED:

DRILLING METHOD(S)

:

Ho"OI'l

Slem

Auger

GRO

UN

DWATER

I

NFORMATION:

Ground,vater

(GW) was

encountered

a

l

l' 6"

during

the drilling

operations.

GW at

4'

and caved al S' upon completion

of

t

he drilling

operat

i

ons

.

E

LE

VATION:

N/A

POORLY

GRADED SAND

w

i

th sil

t

,

brown

,

mo

i

s

t

, l

oose.

SANDY

FAT

CLAY

,

with calcareous deposits, dark greenish

g

r

ay. moist, very soft.

(CHI

----

--

------------~---------

S

ANDY LEAN

CLAY

, dark greenish gray, moist, very so

f

t.

Same as above.

Same as above.

(Cli

SANDY LEAN

CLAY

dark

greenish gray

.

moist,

very soft.

was

REMARKS:

Boring depth was

de

termin

ed

by

RETL and boring location

was

determined

by RVE

,

Inc

Boring operations were performed by

EnviroCore.

a

drilling sub consultant

to

RETl.

at

GPS Coord.

N

28.128245 W

96.989498.

of Hammer

---

.

'.

6817

Leopard

S

tr

eet

•

'

'S(

"

I

.,.

,

..

~~

'"

'.

Engineering & Testing

Labor

a

t

ory

,

Inc

.

Corpus Christi,

T

exas

78409

Office:

(361)

883.4555

Fax:

(361) 883.4711

KEY

TO

SO

IL CL

ASS

IFICATION

S

A

ND

SYMBOl

L

NIFIED

SO

I

L

CLASS

I

FII

IN

SYSTEM

Symbo

l

T

ERMS

CHARACTER

IZIN

G

SOIL

Major Divi

sio

ns

L

etter

Hatching

Colo

r

NAME

STRUCTURE

GW

t:,

WeJl

-

graded gravels

or

g

rave

l -

sand

SLICKENSID

ED

-

having

in

cline

d

p

l

anes

[

.•

'

0

mixtures,

li

ttle or

no fines

~

f

weakness that afe slick and glossy

w

'"

appearance

~D

0::

GP

Poorl

Y-9raded

gravels or grave

l

-

sand

FISSURED

-

containing shrinkage

GRAVEL

!~"

mixt

ur

es,

l

ittle or no

fi

nes

cracks,

fr

equently

filled wi

th

fine

-

sand

AND

or

silt;

usually

more or

le

ss ve

rti

cal

GRAVELLY

GM

Silly

gravels, gravel - sand

-

silt mixtures

SOILS

;;

LAMI

NATED

(VARVED

)

-

composed of

0

.

thin

l

ayer

s

o

f

varying color and

COARSE

"

"

w

t

exture

,

us

u

ally

grading

from sa

nd

or

GRAINED

GC

~

>-

C

l

ayey gravels, gravel - sand

-

clay

mIxtu

res

silt at

the bottom to

clay

at

th

e

top.

SOILS

CRUMB

LY - cohesive

soils which

break

::::

We

I!

•

graded sands or

gravelly

sands, little

into sma!!

b

loc

ks

or

crumbs

o

n

drying

SW

:<:

or

no

lines

0

CALCAREOUS

-

containing appreciable

w

quan

tities

of calcium carbonate

,

ri}

0::

SP

P

oo

rl

y

-

graded sands

o

r

gravelly sands,

genera!!y nodula

r.

little

or n

o

fines

SA~

D

WELL

GRADED - hav

i

n

g

w

ide

rang

e

in

AND

grain'

.

sizes

and

substantial

amou

nts

SANDY

SM

Silty

sands,

sa

nd -

silt

mixtur

es

of

al!

intermediate particle sizes.

SOILS

;;

0

POORLY

GRADE

D.

predominantly

o

f

"

ta

"

.

one grain s

iz

e (u

n

ifo

rml

y

graded) or

w

SC

>-

Clayey sands,

sand

-

clay

mixtures

having a

range

of sizes

with some

8'

intermediate size missing {gap o

r

skip

graded)

In

organ

i

c silts

and

very fine sands,

rd

ck

flou

r,

ML

silty or

cl

ayey

fine sands or clayey silts with

_

v'

~

L

~O

R~EST

DATA

S

IL

TS

.

1-

z

In

organic clays of

lo

w to

medium plasticity,

w

MIG

=

1

5

-

Natural

mo

istu

r

e content

i

n

AND

CL

w

gravelly

clays

,

sandy clays

,

silty clays, lean

percent.

CLAYS

0::

clays

CJ

LL

< 50

OL

I

--

Organic

silts

and

organic

silt

.c

lays of low

Y= 95

-

Dry unit weight in

Ibs/cu

ft.

FINE

I--

plast

icity

Qu

=

1.

23

-

Unco

nfined

compression

GRA

I

NED

1

-

SO

IL

S

strengt

h

in tonsl sq

ft.

MH

Inorg

anic

s

il

ts, micaceous o

r

d

i

ato

maceous

fi

n

e sandy or silty sails

,

elastic

silts

5

1

- 2

1

- 30

-

Liq

u

id

li

m

it,

P

l

as

tic

limit,

SILTS

and

Plast

i

c

it

y

ind

ex.

AND

~

w

CH

::0

Ino

r

g

an

ic

clays of high plaslicity

.

fat

.

c

lays

CLAY

S

30%

FINER - Percent

liner

than

No.

200

'"

LL> SO

mesh sieve

.

Org

anic clays o

f

medium to high

pla

stic

ity,

OH

30 B/F

- Blo'NS per

f

oot,