13

11

13

22

8-10-11

N=21

9-11-13

N=24

10-12-13

N=25

9-10-12

N=22

8.0

10.0

SILTY SAND (SM)

, tan, loose to medium dense

- gray 4 to 8 feet

POORLY GRADED SAND WITH SILT (SP-SM)

, gray,

medium dense

Boring Terminated at 10 Feet

GRAPHIC LOG

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

Hammer Type: Rope and Cathead

THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 91175091 GALVESTON ISLAND REDO.GPJ TERRACON_DATATEMPLATE.GDT 10/31/17

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

SAMPLE TYPE

STRENGTH TEST

FIELD TEST

RESULTS

Sunset Cove Property

Galveston, Texas

SITE:

Page 1 of 1

Advancement Method:

Dry augered to 10 feet.

Abandonment Method:

Boring backfilled with soil cuttings upon completion.

Notes:

Project No.: 91175091

Drill Rig: Truck

Boring Started: 09-27-2017

BORING LOG NO. B-6

CLIENT: Atkins North America, Inc.

Houston, Texas

Driller: Van and Sons

Boring Completed: 09-27-2017

Exhibit: