WOH
6-9-4
N=13
4-7-2
N=9
3-1-2
N=3
3.5 (HP)
4.5 (HP)
4.0 (HP)
4.0 (HP)
4.0 (HP)
- WOH = Weight of Hammer.
- Water depth of about 10 feet at the time of our field program.
3.0
6.0
18.0
CLAY
, gray, very soft to stiff
SAND
, gray, loose to medium dense, with shell
fragments
CLAY
, light gray and tan, soft to very stiff, with ferrous
nodules
- with calcareous nodules below 8 feet
- reddish brown and light gray below 12 feet
Boring Terminated at 18 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: 07-11-2017
BORING LOG NO. B-2
CLIENT: Atkins North America, Inc.
Houston, Texas
Driller: Van and Sons