6
WOH
5-6-7
N=13
8-13-15
N=28
3-6-6
N=12
5-7-11
N=18
6-9-9
N=18
4-1-4
N=5
3.0 (HP)
- WOH = Weight of Hammer.
- Water depth of about 13 feet at the time of our field program.
3.0
12.0
16.0
CLAY
, gray, very soft to stiff
POORLY GRADED SAND WITH SILT (SP-SM)
, gray,
medium dense
- with shell fragments 6 to 10 feet
CLAY
, reddish brown and light gray, medium stiff to very
stiff, with ferrous nodules and shell fragments
Boring Terminated at 16 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
SAMPLE TYPE
STRENGTH TEST
FIELD TEST
RESULTS
Galveston Bay
Galveston, Texas
SITE:
Page 1 of 1
Advancement Method:
Dry augered to 6 feet; wet rotary thereafter.
Abandonment Method:
Not applicable
Notes:
Project No.: 91175047
Drill Rig: Truck
Boring Started: 07-14-2017
BORING LOG NO. B-17
CLIENT: Atkins North America, Inc.
Houston, Texas
Driller: Van and Sons
Boring Completed: 07-14-2017
Exhibit: