6

1-1-1

N=2

3-2-1

N=3

WOH

2-3-3

N=6

4-4-7

N=11

7-10-14

N=24

4-5-7

N=12

6-10-12

N=22

2-4-2

N=6

2-3-3

N=6

3.25 (HP)

3.0 (HP)

3.5 (HP)

- WOH = Weight of Hammer.

- Water depth of about 10 feet at the time of our field program.

2.0

8.0

18.0

25.0

POORLY GRADED SAND (SP)

, gray, very loose, with

shell fragments and clay pockets

CLAY

, gray, very soft to medium stiff

POORLY GRADED SAND WITH SILT (SP-SM)

, gray,

loose to medium dense, with shell fragments

- with clay pockets 8 to 12 feet

CLAY

, reddish brown and light gray, medium stiff to very

stiff, with ferrous and calcareous nodules

Boring Terminated at 25 Feet

GRAPHIC LOG

Stratification lines are approximate. In-situ, the transition may be gradual.

Hammer Type: Automatic

THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 91175047.REV1 GALVESTON BAY SAN.GPJ TERRACON_DATATEMPLATE.GDT 11/2/17

COMPRESSIVE

STRENGTH

(tsf)

STRAIN (%)

TEST TYPE

PERCENT FINES

WATER

CONTENT (%)

DRY UNIT

WEIGHT (pcf)

LL-PL-PI

ATTERBERG

LIMITS

WATER LEVEL

OBSERVATIONS

DEPTH (Ft.)

5

10

15

20

25

SAMPLE TYPE

STRENGTH TEST

FIELD TEST

RESULTS

Galveston Bay

Galveston, Texas

SITE:

Page 1 of 1

Advancement Method:

Dry augered to 12 feet; wet rotary thereafter.

Abandonment Method:

Not applicable

Notes:

Project No.: 91175047

Drill Rig: Truck

Boring Started: 07-14-2017

BORING LOG NO. B-15

CLIENT: Atkins North America, Inc.

Houston, Texas