1. Water - Dock Borings.pdf
    alt
    alt
     
    8.0
    10.5
    14.5
    18.5
    38.0
    10
    11
    7
    15
    16
    7
    8
    6
    9
    9
    8
    11
    15
    SANDY CLAY, firm to stiff, brown, with
    calcareous nodules and fine gravel
    - with shell fragments at 7'
    CLAY, soft, gray
    SAND, loose, fine-grained, brown, with fine
    gravel and silt
    CLAY, firm, dark gray
    SAND, loose, fine-grained, gray, with fine gravel
    - with clay pockets at 25'
    - medium-dense below 33'
    SILTY SAND, medium-dense, gray, with clay
    seams
    10
    12
    18
    37
    34
    27
    115
    23
    111
    10
    12
    8
    23
    : Depth To Water after 12 hours.
    LOG OF BORING NO. B-25
    29° 43' 43" N
    95° 03' 11" W
    SURFACE EL.: 5.5'
    : Water First Noticed.
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    1.
    DATE: March 17, 2011
    TOTAL DEPTH: 75'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 10'
    WET ROTARY: Below 10'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: C. Alvarado
    PLATE A-16a
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    2. Terms and symbols defined on Plates A-32a and A-32b.
    3. Coordinates obtained from handheld GPS.
    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
    43.5
    75.0
    15
    26
    34
    43
    37
    SILTY SAND, medium-dense, gray, with clay
    seams
    CLAY, very stiff, gray, with calcareous nodules
    - reddish brown below 48'
    - with shell fragments below 68'
    26
    28
    18
    65
    50
    : Depth To Water after 12 hours.
    LOG OF BORING NO. B-25
    29° 43' 43" N
    95° 03' 11" W
    SURFACE EL.: 5.5'
    : Water First Noticed.
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    1.
    DATE: March 17, 2011
    TOTAL DEPTH: 75'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 10'
    WET ROTARY: Below 10'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: C. Alvarado
    PLATE A-16b
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    2. Terms and symbols defined on Plates A-32a and A-32b.
    3. Coordinates obtained from handheld GPS.
    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
    100
    10
    1
    0.1
    0.01
    0.001
    0
    20