1. Water - Dock Borings.pdf
          1. B-36 16a D-16ft-Mohr
          2. B-36 16a D-16ft-pq
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        12.0
        18.0
        25.0
        17
        15
        11
        CLAY, stiff to very stiff, dark brown, with ferrous
        nodules, roots and fine-grained sand pockets
        - with shell fragments and fine gravel at 4'
        - light brown from 6' to 13.5'
        CLAY, stiff, light brown, with ferrous nodules
        - black below 13.5'
        SAND, medium dense, fine-grained, gray
        25
        29
        27
        75
        66
        58
        51
        96
        89
        97
        87
        6
        : Depth To Water after 15 minutes.
        LOG OF BORING NO. B-36
        29° 43' 36" N
        95° 03' 16" W
        SURFACE EL.: 11.0'
        : 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-27
        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.
        4. Consolidated Undrained test performed at 16'.
        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
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        DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
        BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
        HARRIS COUNTY, TEXAS
        MULTI STAGE CONSOLIDATED-UNDRAINED TRIAXIAL COMPRESSION TEST RESULTS
        ISOTROPICALLY CONSOLIDATED - MOHR'S CIRCLES
        BORING B-36, 16 FEET DEPTH
        Report No. 04.12110003
        PLATE B-3a
        MATERIAL: CLAY, black
        INITIAL WATER CONTENT: 26 %
        INITIAL WET UNIT WEIGHT: 123 pcf
        INITIAL DRY UNIT WEIGHT: 98 pcf
        INITIAL VOID RATIO: 0.750
        LIQUID LIMIT: 66
        PLASTIC LIMIT: 15
        PLASTICITY INDEX: 51
        SPECIFIC GRAVITY: 2.75 (assumed)
        = 15°
        c = 0.17 ksf
        ' = 21°
        c' = 0.17 ksf
        01 23 45
        Total Normal Stress,
        (ksf)
        0
        1
        2
        3
        Shear Stress, (ksf)
        01 23 45
        Effective Normal Stress, ' (ksf)
        0
        1
        2
        3
        Shear Stress, (ksf)
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        DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
        BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
        HARRIS COUNTY, TEXAS
        MULTI STAGE CONSOLIDATED-UNDRAINED TRIAXIAL COMPRESSION TEST RESULTS
        ISOTROPICALLY CONSOLIDATED - STRESS AND STRAIN CURVES
        BORING B-36, 16 FEET DEPTH
        Report No. 04.12110003
        PLATE B-3b
        MATERIAL: CLAY, black