1. Water - Dock Borings.pdf
          1. B-40_12a_15
        alt
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        12.0
        18.0
        25.0
        13
        12
        17
        16
        13
        17
        CLAY, stiff to very stiff, red and dark gray, with
        roots
        - with fine-grained sand pockets and shell
        fragments
        SILTY SAND, medium-dense, fine-grained,
        gray, with shell fragments
        SANDY CLAY, medium-dense, fine-grained,
        gray
        23
        20
        26
        19
        53
        46
        40
        34
        104
        104
        6
        6
        73
        : Depth To Water after 15 minutes.
        LOG OF BORING NO. B-40
        29° 43' 42" N
        95° 03' 01" W
        SURFACE EL.: 10.0'
        : 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-31
        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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        alt
         
        DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
        BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
        HARRIS COUNTY, TEXAS
        DIRECT SHEAR TEST RESULTS
        BORING B-40, 15.5-FOOT DEPTH
        Report No. 04.12110003
        PLATE B-5
        MATERIAL: SILTY SAND, brown
        INITIAL WATER CONTENT: 16%
        INITIAL WET UNIT WEIGHT: 106 pcf
        INITIAL DRY UNIT WEIGHT: 91 pcf
        INITIAL VOID RATIO: 0.826
        SPECIFIC GRAVITY: 2.68 (assumed)
        ' = 23°
        c' = 0 ksf
        01 23 45
        Effective Normal Stress, ' (ksf)
        0
        1
        2
        3
        Peak Shear Stress, (ksf)
        alt
        alt
        100
        10
        1
        0.1
        0.01
        0.001
        0
        20
        40
        60
        80
        100
        Report No. 04.12110003
        NUMBERS
        10
        ANALYSIS
        200