1. Water - Dock Borings.pdf
    alt
    alt
     
    7.0
    14.0
    31.0
    37.0
    18
    12
    11
    PUSH
    WOH
    4
    CLAY, very soft, gray, with organic material and
    sand pockets
    CLAYEY SAND, very loose, gray, with shell
    fragments
    CLAY, very soft to soft, gray, with silt seams,
    sand pockets, and shell fragments
    SILTY CLAY, stiff to very stiff, gray, with silt
    pockets
    SANDY CLAY, very stiff, brown and gray
    44
    32
    18
    106
    54
    35
    88
    42
    112
    24
    77
    42
    LOG OF BORING NO. B-17
    29° 43' 52" N
    95° 03' 01" W
    SURFACE EL.: -9.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 26, 2011
    TOTAL DEPTH: 70'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudline to 70'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-8a
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 9' 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. PUSH - Split Barrel Sampler was advanced hydraulically.
    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
    41.5
    61.5
    70.0
    26
    SANDY CLAY, very stiff, brown and gray
    CLAY, very stiff, red, brown, and gray,
    slickensided
    - with silt seams, 53' to 58'
    - brown and gray below 58'
    SILTY CLAY, very stiff, brown and gray, with
    calcareous nodules
    23
    23
    26
    103
    LOG OF BORING NO. B-17
    29° 43' 52" N
    95° 03' 01" W
    SURFACE EL.: -9.0' (Assumed)
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    DATE: April 26, 2011
    TOTAL DEPTH: 70'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Not Applicable
    WET ROTARY: Mudline to 70'
    BACKFILL: Cuttings and Drilling Mud
    LOGGER: T. Mireles
    PLATE A-8b
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    1. Water depth was 9' 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. PUSH - Split Barrel Sampler was advanced hydraulically.
    45
    50
    55
    60
    65
    70