1. Water - Dock Borings.pdf
          1. B-27 5a D-10ft-Mohr
          2. B-27 5a D-10ft-pq
        alt
        alt
         
        4.0
        10.0
        18.0
        23.0
        33.0
        11
        12
        9
        12
        8
        3
        12
        5
        8
        3
        5
        4
        CLAY, firm to stiff, dark brown, with wood
        fragments
        SANDY CLAY, soft to stiff, dark gray
        SILTY SAND, loose, fine-grained, gray
        - very loose below 14'
        SANDY CLAY, soft, gray
        SILTY SAND, loose, fine-grained, gray
        SANDY CLAY, firm, gray, with sand pockets
        17
        29
        28
        51
        45
        38
        51
        40
        33
        29
        39
        95
        93
        51
        15
        65
        36
        44
        : Depth To Water after 12 hours.
        LOG OF BORING NO. B-27
        29° 43' 46" N
        95° 03' 04" W
        SURFACE EL.: 6.0'
        : Water First Noticed.
        LOCATION: See Plate 2
        NOTES:
        COORDINATES:
        1.
        DATE: March 16, 2011
        TOTAL DEPTH: 75'
        CAVED DEPTH: Not Applicable
        DRY AUGER: Surface to 20'
        WET ROTARY: Below 20'
        BACKFILL: Cement-Bentonite Grout
        LOGGER: C. Alvarado
        PLATE A-18a
        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 10'.
        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
        43.0
        48.0
        53.0
        63.0
        75.0
        11
        12
        29
        29
        37
        SANDY CLAY, firm, gray, with sand pockets
        CLAYEY SAND, gray
        CLAY, very stiff, with sand pockets
        CLAYEY SAND, medium-dense, gray
        CLAY, very stiff, gray
        21
        16
        18
        32
        47
        21
        35
        22
        80
        35
        : Depth To Water after 12 hours.
        LOG OF BORING NO. B-27
        29° 43' 46" N
        95° 03' 04" W
        SURFACE EL.: 6.0'
        : Water First Noticed.
        LOCATION: See Plate 2
        NOTES:
        COORDINATES:
        1.
        DATE: March 16, 2011
        TOTAL DEPTH: 75'
        CAVED DEPTH: Not Applicable
        DRY AUGER: Surface to 20'
        WET ROTARY: Below 20'
        BACKFILL: Cement-Bentonite Grout
        LOGGER: C. Alvarado
        PLATE A-18b
        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 10'.
        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
        alt
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        alt
        alt
        alt
        alt
         
        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-27, 10 FEET DEPTH
        Report No. 04.12110003
        PLATE B-2a
        MATERIAL: SANDY CLAY, dark gray
        INITIAL WATER CONTENT: 23 %
        INITIAL WET UNIT WEIGHT: 124 pcf
        INITIAL DRY UNIT WEIGHT: 101 pcf
        INITIAL VOID RATIO: 0.689
        LIQUID LIMIT: 45
        PLASTIC LIMIT: 12
        PLASTICITY INDEX: 33
        SPECIFIC GRAVITY: 2.75 (assumed)
        = 17°
        c = 0.09 ksf
        ' = 25°
        c' = 0.13 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)
        alt
        alt
        alt
        alt
        alt
        alt
        alt
        alt
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        alt
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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-27, 10 FEET DEPTH
        Report No. 04.12110003
        PLATE B-2b
        MATERIAL: SANDY CLAY, dark gray
        INITIAL WATER CONTENT: 23 %
        INITIAL WET UNIT WEIGHT: 124 pcf
        INITIAL DRY UNIT WEIGHT: 101 pcf
        INITIAL VOID RATIO: 0.689
        LIQUID LIMIT: 45
        PLASTIC LIMIT: 12
        PLASTICITY INDEX: 33
        SPECIFIC GRAVITY: 2.75 (assumed)
        ' = 24°
        a' = 0.08 ksf
        01 23 45
        Effective Average Stress, p' = ( '
        1
        + '
        3
        )/2 (ksf)
        0
        1
        2
        3
        Shear Stress, q = ( '
        1
        - '
        3
        )/2 (ksf)
        0
        4
        8
        12
        16