5
3
21
25
3-5-8
N=13
10-11-11
N=22
6-7-7
N=14
13-15-21
N=36
11-18-24
N=42
28-29-41
N=70
29-32-43
N=75
19-22-38
N=60
22-24-38
N=62
8.0
20.0
POORLY GRADED SAND WITH SILT (SP-SM)
, tan,
loose to medium dense
- with scattered roots 0 to 2 feet
- gray 4 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: 09-27-2017