1. Water - Dock Borings.pdf
    alt
    alt
     
    11.5
    16.0
    27.5
    31.5
    36.5
    30
    3
    CLAY, soft, gray, with shell fragments
    - gray and tan, with organic material below 2'
    - stiff below 5'
    SANDY CLAY, firm, tan and gray, with ferrous
    nodules and sand pockets
    SAND, medium-dense, fine-grained, tan and
    light gray, with silt pockets
    - very loose below 23'
    SILTY CLAY, stiff, gray and brown, with silt
    pockets
    SANDY CLAY, very stiff to hard, light gray and
    tan, with sand pockets
    CLAY, stiff, reddish brown and gray,
    slickensided
    - with calcareous nodules and silt pockets, 37'
    to 40'
    35
    23
    16
    104
    117
    8
    LOG OF BORING NO. B-22
    29° 43' 33" N
    95° 03' 21" W
    SURFACE EL.: -4.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 15, 2011
    TOTAL DEPTH: 95'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudline to 95'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-13a
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 4' 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
    5.1
    alt
    alt
    46.5
    51.5
    62.0
    73.0
    77.0
    20
    CLAY, stiff, reddish brown and gray
    SANDY CLAY, very stiff, gray and tan
    CLAY, very stiff, reddish brown and gray, with
    calcareous nodules and sandy silt pockets
    - with sandy silt seams below 58'
    SILTY CLAY, stiff, light gray and brown, with
    sandy silt pockets and sandy silt seams
    - very stiff, reddish brown and gray, with
    calcareous nodules below 68'
    SANDY SILT, reddish brown and gray, with silty
    clay pockets and calcareous nodules
    CLAY, very stiff, reddish brown and gray,
    slickensided
    27
    18
    29
    99
    83
    63
    96
    78
    LOG OF BORING NO. B-22
    29° 43' 33" N
    95° 03' 21" W
    SURFACE EL.: -4.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 15, 2011
    TOTAL DEPTH: 95'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudline to 95'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-13b
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 4' 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
    +
    +
    +
    +
    alt
    alt
    95.0
    18
    CLAY, very stiff, reddish brown and gray,
    slickensided
    101
    25 70
    52
    LOG OF BORING NO. B-22
    29° 43' 33" N
    95° 03' 21" W
    SURFACE EL.: -4.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 15, 2011