1. Water - Dock Borings.pdf
    alt
    alt
     
    2.0
    11.0
    18.5
    38.5
    14
    15
    13
    6
    25
    17
    17
    14
    26
    SANDY CLAY, firm, dark brown, with roots
    CLAY, firm to stiff, dark brown, with roots
    - with wood and shell fragments at 6'
    SANDY CLAY, soft, black
    SAND, medium dense, fine-grained, dark
    brown, with silt seams
    - medium-grained, gray below 34.5'
    CLAY, very stiff, gray and brown
    22
    25
    34
    61
    66
    23
    47
    51
    10
    103
    99
    49
    13
    6
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. B-23
    29° 43' 34" N
    95° 03' 20" W
    SURFACE EL.: 7.5'
    : Water First Noticed.
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    1.
    DATE: March 18, 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-14a
    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
    14
    56
    35
    32
    CLAY, very stiff, gray and brown
    - with calcareous nodules at 53'
    - with fine-grained sand pockets at 58'
    16
    17
    30
    35
    21
    114
    113
    92
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. B-23
    29° 43' 34" N
    95° 03' 20" W
    SURFACE EL.: 7.5'
    : Water First Noticed.
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    1.
    DATE: March 18, 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-14b
    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
    3.3
    3.6
    alt
    alt
    100
    10
    1
    0.1
    0.01
    0.001
    0
    20
    40
    60