1. Water - Dock Borings.pdf
    alt
    alt
     
    6.0
    8.0
    14.0
    25.0
    23
    12
    2
    2
    4
    3
    8
    6
    10
    5
    SAND, medium-dense, fine-grained, with roots
    - very loose below 4'
    CLAY, very soft, black, with organic material
    CLAYEY SAND, loose, fine-grained, gray
    SILTY SAND, loose, fine-grained, gray
    - medium-dense, 18' to 20'
    89 101
    78
    8
    98
    22
    33
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. B-39
    29° 43' 41" N
    95° 03' 04" W
    SURFACE EL.: 10.0'
    : Water First Noticed.
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    1.
    DATE: March 22, 2011
    TOTAL DEPTH: 25'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 25'
    WET ROTARY: Not Applicable
    BACKFILL: Cement-Bentonite Grout
    LOGGER: B. Burkett
    PLATE A-30
    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
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    100
    10
    1
    0.1
    0.01
    0.001
    0
    20
    40
    60
    80
    100
    Report No. 04.12110003
    NUMBERS
    10
    ANALYSIS
    200
    U.S. STANDARD SIEVE
    Fine
    BORING
    Medium
    Fine
    GRAVEL
    B-35
    B-35
    B-37
    B-38
    B-39
    Coarse
    Silty Sand, loose, fine-grained, gray
    Silty Sand, medium-dense, fine-grained, gray
    Silty Sand, medium-dense, fine-grained, with fine gravel and shell fragments
    Silty Sand, loose, fine-grained, tan, with wood and shell fragments
    Sand, medium-dense, fine-grained, with roots
    3/4
    0
    20
    40
    60
    80
    100
    PERCENT FINER BY WEIGHT
    HYDROMETER
    3
    3/8
    100
    DEPTH, FT
    PLATE B-10
    4
    15.5
    25
    24.5
    3.5
    3.5
    SILT or CLAY
    20
    40
    PERCENT COARSER BY WEIGHT
    GRAIN SIZE IN MILLIMETERS
    SIZES IN INCHES
    SAND
    CLASSIFICATION
    Coarse
    1.5
    U. S. STANDARD SIEVE
    SYMBOL
    GRAIN SIZE CURVES
    DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
    BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
    HARRIS COUNTY, TEXAS
    alt
    alt
    100
    10
    1
    0.1
    0.01
    0.001
    0
    20