1. Water - Dock Borings.pdf
    alt
    alt
     
    4.0
    8.0
    26.0
    2
    4
    2
    3
    CLAYEY SAND, gray, with clay seams and shell
    fragments
    CLAY, soft, gray
    SILTY SAND, very loose, fine-grained, gray
    - with clay seams below 21'
    CLAY, firm to stiff, gray, with sand pockets
    - slickensided, with calcareous nodules, 31' to
    35'
    - red, brown, and gray below 31'
    - very stiff below 38'
    47
    35
    94
    31
    17
    77
    LOG OF BORING NO. B-12
    29° 43' 54" N
    95° 03' 20" W
    SURFACE EL.: -8.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 29, 2011
    TOTAL DEPTH: 140'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudline to 140'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-3a
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 8' 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
    48.0
    50.5
    61.5
    66.0
    76.5
    CLAY, very stiff, red, brown, and gray
    - with silt pockets below 43'
    SANDY SILT, brown and gray
    CLAY, stiff to very stiff, brown and gray,
    slickensided
    - with calcareous nodules below 58'
    SANDY CLAY, very stiff, brown and gray, with
    calcareous nodules
    CLAY, very stiff, red, brown, and gray,
    slickensided
    - with shell fragments and clay pockets, 73' to
    74'
    SILTY CLAY, very stiff, red, brown, and gray,
    with silt pockets and siltstone nodules
    35
    24
    88
    104
    LOG OF BORING NO. B-12
    29° 43' 54" N
    95° 03' 20" W
    SURFACE EL.: -8.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 29, 2011
    TOTAL DEPTH: 140'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudline to 140'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-3b
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 8' 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
    82.0
    88.0
    90.0
    113.0
    18
    50/9"
    11
    SILTY CLAY, very stiff, red, brown, and gray,
    with silt pockets and siltstone nodules
    CLAY, very stiff, red, brown, and gray,
    slickensided with silt pockets
    SANDY SILT, very dense, light gray
    SILTY CLAY, stiff, gray, with silt pockets
    CLAY, stiff, gray
    40
    27
    32
    28
    10
    81
    93
    LOG OF BORING NO. B-12
    29° 43' 54" N
    95° 03' 20" W
    SURFACE EL.: -8.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 29, 2011
    TOTAL DEPTH: 140'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudline to 140'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-3c
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 8' 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.
    85
    90
    95
    100
    105
    110
    115
    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
    140.0
    CLAY, stiff, gray
    - very stiff below 128'
    - red, brown, and gray with silt seams and shell
    fragments below 138'
    92
    31
    LOG OF BORING NO. B-12
    29° 43' 54" N
    95° 03' 20" W
    SURFACE EL.: -8.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 29, 2011
    TOTAL DEPTH: 140'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudline to 140'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-3d
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 8' 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.
    125
    130
    135
    140
    145
    150
    155
    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)