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ALEXANDER ISLAND

BORING SUMMARY SHEET

BORING ID:

13-P03

BORING TYPE:

Perimeter Levee

DEPTH:

60'

ELEVATION:

23.82'

X (US SURVEY FT):

3224485.02

Y (US SURVEY FT):

13828683.79

DEPTH TO WATER:

10.7'

Client: USACE-Galveston District

Date/Time Drilling Begun: /'2.,2-1.,

Dril

Logge~

Drill Rig:

e~-::r

Initial Water Encounter (Depth, date/time):

Sample

Amount

uses

Material

Feet

Log

Interval

Obtained

(ft)

(in)

571

0-2

2-4

Number Pocket

of Tubes Pene.

(tst)

Shear

Strength Description (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)

(tst)

..--

5>11'6

OA'L-I

l1oh:f

-tD

\A \( S",

->,f

~-L

J{J.

d.'!.)

S.Jt.

t4 .

t;;(1,

,I./~

tftr'"

IlPlllIIiIIIII:D us Army Corps of Engineers, Southwestern Division

Galveston District

.AlexanC/er Island

Houston

Ship Channel

Baytown,

Quaternary Resource Investigations,

L.L.c.

Government

Industry in Hannony with the Environment

13588 Florida Boulevard, Baton

Rouge,

Louisian.a

70819

_-. 2000 Fort Point Road/P.O. Box 1229

Galveston, TX 77553-1229

1'3- P03

I f/

//0

IC/

23.8203'

C"if.I?<--r

1110

Wet/'L

HY-13-D(}OD1

DYo~

I I

USACE-Galveston District

Boring:

Page 2

Sample

Amoun

.:>i:llllf)ltl

I I

Pocket

Shear

I USCS

Material

Number Pene.

Strength

Feet

Interval

Obt~ined

Blow

of Tubes (tsf)

(tsf)

Log

(tt)

(In)

Counts

Description (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)

c~lo!+-

:LO:a

Ctt

/]A

-",1

151

0.1,>

'I .....H1

l,:l It'

I I

,J-.f &/,

•

.. 1/,_/1

Jlll'A.,e\

/I"'-'j!

'111 __

'-,J

/l.

I.r.i

I~_-I-"""

..1 -.'

.1/"

~L.~1ot'-"1

......-

-11'

.. -

--r

.J'"

- -

~zy

,'l1?s

Ie)

SS"

\ fl

_...

0..

6,3.)

)/'Oy

~,,;{L." (ir.~

K., !VIQ;r-/

Hr',t..

(l14.!~,

S'of.f-

()

"2--2--3

v. >itf....

U:--t-...\

: ..f.uof-

frJr"DUrn

w~.,.

Ware. I

<;"//c.t..rt.., L

r..-.~...

"l..~

\J"

"U-'

...

<if

: t

;>" ,

_, "

•

-1.

~'-'--6

:z;; /

/1/

_J..

')1.-

'3'1

___

______

w~"t 'oA-~;I"e..

0.1-(

')',1

'.,

-h.

\}r/(

6~ 11o;~d-Fl+#~~4-

Foff-,

~;:.

L-"S.

;)I

j _.

I)~'~!fbl

)C6,

tj;b-~.

Weather:

f(w""( I .>1'Jh

Brc(u,

f"-~OF

••

)"?

Comments: 5t:J.Ji

.....

I -

•

IW~~~M( ~J ~v~

(f-MJ":-

--F.~c.

Y\O\~IUM

5r"'t ,'''-ec:C

f/cv-t. -;

f'Jev+"(;+y

~("~s:' {'r~y~~'\.,-tr

us Army Corps of Engineers, Southwestern Division

Galveston District

".'. '2000 Fort Point Road/P.O. Box

1229

Galveston, TX

77553-1229

Alexander Island

Houston Ship Channel

Baytown,

GIRl

Quaternary Resource Investigations,

L.L.c.

Government

Industry in Harmony with the Environment

13588 Florida Boulevard, Baton Rouge, Louisiana 70819

....

13- IJDt>DI

,Client: USACE-Galveston District

Boring:

Page 3

6f3

Total depth:

,()

Date/Time Drilling Ended:

uses

Log

Sample Amount

pie, ;

Pocket

Interval

Material

N'utnber Pene.

Shear

Strength Description (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)

(tsf)

Feet

Obtained

Blow

of Tubes

(tt)

(in)

Counts

(tsf)

40--+---~-----r----r----+----+-----r---~~----------------------------------------------~

US Army Corps of Engineers, Southwestern Division

i Galveston District

'...111

2000 Fort Point Road/P.O. Box 1229

... Galveston, TX 77553-1229

Alexander Island

Houston

Ship Channel

Baytown, TX

Quaternary Resource Investigations,

L.L.c.

Government

Industry in Harmony with the Environment

13588 Florida Boulevard, Baton Rouge, Louisiana

70819

120

124

131

0.45

0.2-0.45

0.45

0.4

0.2

0.25

0.35

0.4

0.75

0.25

0-0.75

0.75

0.25

3-3-4

(7)

6-4-5

(9)

1-1-1

(2)

2-2-3

(5)

0-2-2

(4)

1-1-1

(2)

Silty SAND; fine to coarse grained, light

orangish brown, moist, very loose

clayey

not clayey

CLAY; reddish brown to dark gray, moist,

medium plasticity, soft

black to dark gray, high plasticity, very soft

to soft

Clayey SAND; fine to coarse grained, light

orangish brown, moist, very loose

wet, light gray, loose, with common shell

fragments

CLAY; brownish gray to black, moist, high

plasticity, very soft

dark gray

Very silty SAND; fine to medium grained,

light brownish gray, wet loose, with

abundant silty clay laminations

Silty CLAY; brownish gray to black, moist,

high plasticity, soft

Very silty SAND; fine to medium grained,

light brown, wet, loose, slightly clayey

CLAY; black to dark gray, moist, high

plasticity, soft

black

Silty SAND; fine to medium grained, very

light gray, wet, very loose

0.33

0.96

DRILLING CONTRACTOR

QRI

LOGGED BY

Eddie Ficker

GROUND ELEVATION

23.8203 ft

NORTHING

13828684 ft

WEATHER

sunny, 65, slight breeze

GROUND WATER LEVEL

HOLE SIZE

8.25 inches

EASTING

3224485 ft

DRILLING METHOD

Hollow Stem Auger

DRILLING RIG MAKE/MODEL

Mobile B57 on Gemco Articulated Platform

TOTAL DEPTH

60 ft

DATE STARTED

12/29/2013 12:30:00 PM

COMPLETED

12/29/2013 5:35:00 PM

AT TIME OF DRILLING

12.00 ft / Elev 11.82 ft

24 HOURS AFTER DRILLING

10.70 ft / Elev 13.12 ft

(Continued Next Page)

PLASTIC

LIMIT

PLASTICITY

INDEX

MINUS #200 SIEVE

CONTENT (%)

LIQUID

LIMIT

ATTERBERG

LIMITS

MOISTURE

CONTENT (%)

DRY UNIT WT.

(pcf)

FIELD TORVANE

(tsf)

POCKET PEN.

(tsf)

RECOVERY

(in)

SAMPLE TYPE

DEPTH

(ft)

SPT BLOW

COUNTS

(N VALUE)

GRAPHIC

LOG

MATERIAL DESCRIPTION

USCS SYMBOL

COMPRESSIVE

STRENGTH (tsf)

FAILURE

STRAIN (%)

CONFINING

PRESSURE (psi)

PAGE 1 OF 2

BORING NUMBER 13-P03

CLIENT

USACE-Galveston District

PROJECT NUMBER

W912HY-13-D-0001-DY06

PROJECT NAME

Alexander Island

PROJECT LOCATION

Alexander Island, Baytown, TX

COPY OF PEGGY LAKE GEOTECH BH - PEGGY LAKE TEMPLATE.GDT - 4/4/14 15:04 - F:\QRI DATA\TECHNICAL\JOBS (CURRENT)\ACE - GALVESTON\2012-12-20 GEOTECHNICAL CONTRACT\TASK ORDER DY06 2013-09-10 ALEXANDER ISLAND\DELIVERABLES\ALEXANDE

Quaternary Resource Investigations, LLC

13588 Florida Boulevard

Baton Rouge, LA 70820

Telephone: 225-292-1400

Fax: 225-292-1404

0.75

0-0-1

(1)

1-1-1

(2)

0-2-2

(4)

0-0-2

(2)

3-1-1

(2)

CLAY; black to dark gray, moist, high

plasticity, soft, with common fine sand

laminations

(continued)

gray

Silty CLAY; gray, wet, loose, with common

shell fragments and fine to coarse grained

sand

sand is fine to medium grained, slightly

clayey

Silty CLAY; gray, wet, with common shell

fragments and fine to coarse grained, very

loose sand

increasing silt and clay

Alternating and mixed clayey SAND (SC)

and silty CLAY (CL) laminations

Bottom of borehole at 60.0 feet.

CL-

PLASTIC

LIMIT

PLASTICITY

INDEX

MINUS #200 SIEVE

CONTENT (%)

LIQUID

LIMIT

ATTERBERG

LIMITS

MOISTURE

CONTENT (%)

DRY UNIT WT.

(pcf)

FIELD TORVANE

(tsf)

POCKET PEN.

(tsf)

RECOVERY

(in)

SAMPLE TYPE

DEPTH

(ft)

SPT BLOW

COUNTS

(N VALUE)

GRAPHIC

LOG

MATERIAL DESCRIPTION

USCS SYMBOL

COMPRESSIVE

STRENGTH (tsf)

FAILURE

STRAIN (%)

CONFINING

PRESSURE (psi)

PAGE 2 OF 2

BORING NUMBER 13-P03

CLIENT

USACE-Galveston District

PROJECT NUMBER

W912HY-13-D-0001-DY06

PROJECT NAME

Alexander Island

PROJECT LOCATION

Alexander Island, Baytown, TX

Quaternary Resource Investigations, LLC

13588 Florida Boulevard

Baton Rouge, LA 70820

Telephone: 225-292-1400

Fax: 225-292-1404

3/8 4 10 40 100 200 gravel sand silt clay

sieve

200

C Wc γd

C Wcγd

C φ Wc

C φ c̕φ̕Wcγd

tsf tsf bl/ft % % % % % % % % % % % % % %

% pcf

ksf

% pcf

ksf

% pcf

ksf

pcf

USCS

Symbol

SUMMARY TABLE OF LABORATORY TEST DATA

Unconfined Compression

UU Triaxial Test

CU Triaxial Test

Symbol

γd

Direct Shear

Symbol

Strenght Tests

Atterberg Limits

% by weight passing sieve

Client: QRI

Terracon Project # : 92135456

Grain Size Analysis

SPTn

Project Name: Alexander Island

Boring

Depth

Field Tests

0-2

0.75

100

109

2-4

4-6

2.0

6-8

0.04

53 100 100 100 99

32 84

0.35 32 84

CH**

8-10

100

CH*

10-12

12-14

100

CH*

14-16

16-18

18-20

100

SM*

20-22

0.32

CH**

22-24

0.25

0.07

24-26

26-28

0.25

28-30

30-32

100