8.0
10.0
30.0
7
5
4
13
8
4
8
9
8
9
27
SILTY SAND, loose, fine-grained, tan, with
wood and shell fragments
- medium dense below 6'
CLAYEY SAND, loose, fine-grained, gray
SANDY CLAY, loose, gray and black, with
organic material and wood fragments
- gray below 13'
- medium dense below 28'
16
54
71
84
: Depth To Water after 15 minutes.
LOG OF BORING NO. B-38
29° 43' 39" N
95° 03' 08" W
SURFACE EL.: 10.5'
: Water First Noticed.
LOCATION: See Plate 2
NOTES:
COORDINATES:
1.
DATE: March 22, 2011
TOTAL DEPTH: 30'
CAVED DEPTH: Not Applicable
DRY AUGER: Surface to 30'
WET ROTARY: Not Applicable
BACKFILL: Cement-Bentonite Grout
LOGGER: B. Burkett
PLATE A-29
DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
HARRIS COUNTY, TEXAS
2. Terms and symbols defined on Plates A-32a and A-32b.
3. Coordinates obtained from handheld GPS.
5
10
15
20
25
30
35
R:\04120\2011 PROJECTS\0001-0099\0412-11-0003\DRAFTING\0412-11-0003.GPJ FUGRO_SO (LAB DATA)_INDUSTRIAL (W/R_MV) 6/2/2011
DEPTH, FT
CLASSIFICATION
LIQUID
LIMIT
UNIT DRY WT,
PCF
PASSING NO.
200 SIEVE, %
SYMBOL
Triaxial
KIPS PER SQ FT
PLASTIC
LIMIT
PLASTICITY
INDEX (PI)
STRATUM DESCRIPTION
WATER
CONTENT, %
STRATUM
DEPTH, FT
BLOWS PER
FOOT
SAMPLES
WATER LEVEL
Penetrometer
Unconfined
Miniature Vane
Torvane
0.5
1.0
1.5
2.0
2.5
SHEAR STRENGTH
Remolded
M.Vane
Report No. 04.12110003
100
10
1
0.1
0.01
0.001
0
20
40
60
80
100
Report No. 04.12110003
NUMBERS
10
ANALYSIS
200
U.S. STANDARD SIEVE
Fine
BORING
Medium
Fine
GRAVEL
B-35
B-35
B-37
B-38
B-39
Coarse
Silty Sand, loose, fine-grained, gray
Silty Sand, medium-dense, fine-grained, gray
Silty Sand, medium-dense, fine-grained, with fine gravel and shell fragments