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