13

3

18

21

2-2-3

N=5

3-4-6

N=10

9-10-10

N=20

7-10-12

N=22

10-18-18

N=36

18-23-14

N=37

20-25-31

N=56

22-41-44

N=85

15-21-22

N=43

7-15-20

N=35

8.0

20.0

SILTY SAND (SM)

, gray, loose to medium dense

- with scattered roots 0 to 2 feet

- gray and tan 2 to 6 feet

- gray 6 to 8 feet

POORLY GRADED SAND (SP)

, gray, dense to very

dense, with shell fragments

Boring Terminated at 20 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

15

20

SAMPLE TYPE

STRENGTH TEST

FIELD TEST

RESULTS

Sullivan Ranch Property

Galveston, Texas

SITE:

Page 1 of 1

Advancement Method:

Dry augered to 8 feet; wet rotary thereafter.

Abandonment Method:

Boring backfilled with soil cuttings upon completion.

Notes:

Project No.: 91175091

Drill Rig: ATV

Boring Started: 09-26-2017

BORING LOG NO. B-11