1. Water - Dock Borings.pdf
    alt
    alt
     
    11.0
    22.0
    32.0
    12
    18
    12
    5
    CLAY, very soft, gray, with sand pockets and
    shell fragments
    - stiff, with calcareous nodules below 4'
    SAND, medium-dense, fine-grained, gray
    - loose, with clay seams below 18'
    SILTY CLAY, very stiff, gray, with silt pockets
    CLAY, very stiff, red, brown, and gray
    - slickensided with siltstone nodules, 32' to 35'
    47
    24
    27
    50
    75
    38
    57
    104
    99
    26
    LOG OF BORING NO. B-21
    29° 43' 32" N
    95° 03' 22" W
    SURFACE EL.: -10.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 14, 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-12a
    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.
    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
    +
    +
    alt
    alt
    42.0
    51.0
    76.0
    CLAY, very stiff, red, brown, and gray
    SANDY CLAY, very stiff, gray and brown, with
    calcareous nodules
    CLAY, very stiff, red, brown, and gray
    - brown and gray below 58'
    - with sand pockets, 58' to 63'
    - with calcareous nodules, 63' to 68'
    - with silt pockets below 63'
    - stiff at 68'
    SILTY CLAY, very stiff, brown and gray
    19
    24
    111
    102
    LOG OF BORING NO. B-21
    29° 43' 32" N
    95° 03' 22" W
    SURFACE EL.: -10.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 14, 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-12b
    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.
    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
    3.3
    +
    +
    +
    +
    +
    +
    alt
    alt
    90.0
    SILTY CLAY, very stiff, brown and gray
    - red, brown, and gray below 83'
    - hard, 84' to 85'
    22
    108
    LOG OF BORING NO. B-21
    29° 43' 32" N
    95° 03' 22" W
    SURFACE EL.: -10.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 14, 2011
    TOTAL DEPTH: 90'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable