4.0
8.0
10.0
4
7
2
5
4
CLAYEY SAND, loose, fine-grained, gray
SANDY CLAY, soft to firm, gray, with organic
material
SANDY SILT, very loose, fine-grained, tan, with
fine gravel
39
60
50
: Depth To Water after 24 hours.
LOG OF BORING NO. B-31
29° 43' 41" N
95° 03' 07" W
SURFACE EL.: 7.0'
: Water First Noticed.
LOCATION: See Plate 2
NOTES:
COORDINATES:
1.
DATE: March 22, 2011
TOTAL DEPTH: 10'
CAVED DEPTH: Not Applicable
DRY AUGER: Surface to 10'
WET ROTARY: Not Applicable
BACKFILL: Cement-Bentonite Grout
LOGGER: B. Burkett
PLATE A-22
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-28
B-28
B-28
B-31
B-34
Coarse
Sand, medium-dense, fine-grained, gray to dark gray
Silty Sand, medium-dense, fine-grained, gray to dark gray
Sand, fine-grained, gray
Sandy Silt, very loose, fine-grained, tan, with fine gravel
Silty Sand, loose, fine- to medium-grained, black, with fine gravel