8.0
16.0
31.0
13
11
WOH
SILTY CLAY, very soft to soft, gray, with silt
pockets and organic material
SILTY SAND, very loose, fine-grained, gray
- with clay seams below 13'
SANDY CLAY, firm, gray
- with silt pockets below 23'
SILTY CLAY, stiff to very stiff, red, brown, and
gray, with calcareous nodules and silt pockets
- with shell fragments below 38'
32
30
50
20
38
39
25
109
28
26
56
LOG OF BORING NO. B-16
29° 43' 53" N
95° 02' 58" W
SURFACE EL.: -10.0' (Assumed)
LOCATION: See Plate 2
NOTES:
COORDINATES:
DATE: April 27, 2011
TOTAL DEPTH: 90'
CAVED DEPTH: Not Applicable
DRY AUGER: Not Applicable
WET ROTARY: Mudline to 90'
BACKFILL: Cuttings and Drilling Mud
LOGGER: T. Mireles
PLATE A-7a
DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
HARRIS COUNTY, TEXAS
1. Water depth was 10' at time of drilling.
2. Terms and symbols defined on Plates A-32a and A-32b.
3. Coordinates were obtained by our field technician with a hand held GPS device.
4. WOH - Weight of Hammer
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
41.5
67.0
17
SILTY CLAY, very stiff, red, brown, and gray,
with calcareous nodules, silt pockets, and shell
fragments
CLAY, very stiff, red, brown, and gray
- slickensided with silt pockets, 42' to 53'
- gray and brown, 53' to 58'
- brown, 58' to 63'
- red, brown, and gray with silt pockets below
63'
SILTY CLAY, stiff, brown and gray, with silt
pockets
- very stiff, with shell fragments below 73'
28
27
97
71
54
98
LOG OF BORING NO. B-16
29° 43' 53" N
95° 02' 58" W
SURFACE EL.: -10.0' (Assumed)
LOCATION: See Plate 2
NOTES:
COORDINATES:
DATE: April 27, 2011
TOTAL DEPTH: 90'
CAVED DEPTH: Not Applicable
DRY AUGER: Not Applicable
WET ROTARY: Mudline to 90'
BACKFILL: Cuttings and Drilling Mud
LOGGER: T. Mireles
PLATE A-7b
DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
HARRIS COUNTY, TEXAS
1. Water depth was 10' at time of drilling.
2. Terms and symbols defined on Plates A-32a and A-32b.
3. Coordinates were obtained by our field technician with a hand held GPS device.
4. WOH - Weight of Hammer
45
50
55
60
65
70
75
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
+
+
+
88.0
90.0
43
SILTY CLAY, very stiff, brown and gray, with silt
pockets and shell fragments
SANDY SILT, dense, gray
81
LOG OF BORING NO. B-16
29° 43' 53" N
95° 02' 58" W
SURFACE EL.: -10.0' (Assumed)
LOCATION: See Plate 2
NOTES:
COORDINATES:
DATE: April 27, 2011
TOTAL DEPTH: 90'
CAVED DEPTH: Not Applicable