1. Water - Dock Borings.pdf
    alt
    alt
     
    4.0
    6.0
    14.0
    23.0
    28.0
    38.0
    11
    13
    12
    16
    9
    16
    8
    7
    4
    12
    3
    3
    1
    2
    SAND, loose to medium dense, fine-grained,
    gray to dark gray
    SANDY CLAY, stiff, dark gray
    SILTY SAND, loose to medium-dense,
    fine-grained, gray to dark gray
    - very loose, 8' to 10'
    CLAY, soft, dark brown, with sand pockets
    SAND, fine-grained, gray, with clay pockets
    CLAYEY SAND, very loose, gray
    CLAY, very soft, gray, with sand pockets
    27
    36
    27
    43
    45
    50
    40
    66
    34
    37
    28
    50
    7
    30
    11
    55
    55
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. B-28
    29° 43' 46" N
    95° 03' 00" W
    SURFACE EL.: 4.0'
    : 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 12'
    WET ROTARY: Below 12'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: C. Alvarado
    PLATE A-19a
    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
    75.0
    CLAY, very soft, gray, with sand pockets
    - firm, 48' to 53'
    - stiff to very stiff, 53' to 74'
    - red and gray below 58'
    - hard below 74'
    25
    22
    16
    103
    117
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. B-28
    29° 43' 46" N
    95° 03' 00" W
    SURFACE EL.: 4.0'
    : 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 12'
    WET ROTARY: Below 12'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: C. Alvarado
    PLATE A-19b
    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
    4.9
    alt
    alt
    100
    10
    1
    0.1
    0.01
    0.001
    0
    20
    40