1. Water - Dock Borings.pdf
    alt
    alt
     
    8.0
    14.0
    25.0
    13
    16
    10
    9
    8
    24
    CLAY, stiff to very stiff, dark gray, with roots and
    shell fragments
    - with fine-grained sand pockets and calcareous
    nodules at 2'
    - red and gray below 5'
    CLAY, stiff, with wood fragments and
    calcareous nodules
    - firm, brown, with shell fragments below 11'
    SILTY SAND, loose to medium dense,
    fine-grained, gray
    18
    29
    57
    66
    44
    50
    109
    86
    13
    11
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. B-35
    29° 43' 33" N
    95° 03' 17" W
    SURFACE EL.: 7.0'
    : Water First Noticed.
    LOCATION: See Plate 2
    NOTES:
    COORDINATES:
    1.
    DATE: March 21, 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-26
    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