1. Water - Dock Borings.pdf
          1. B-26_12a_18ft _
        alt
        alt
         
        4.0
        7.0
        13.0
        15.0
        17.0
        23.0
        28.0
        38.0
        9
        13
        13
        7
        9
        2
        4
        7
        2
        WOH
        5
        5
        20
        SANDY CLAY, stiff, brown, with calcareous
        nodules and roots
        CLAYEY SAND, gray
        SAND, loose, fine-grained, gray, with silt seams
        - very loose, brown below 11'
        CLAY, firm, gray
        SILTY CLAY, firm, gray, with fine-grained sand
        pockets
        SILTY SAND, very loose, fine-grained, gray
        SILTY CLAY, very soft, gray, with sand pockets
        SAND, loose, fine-grained, dark gray, with shell
        fragments and silt seams
        - with clay pockets below 33'
        CLAY, stiff to very stiff, yellowish-brown
        12
        13
        25
        28
        27
        19
        21
        18
        6
        8
        111
        30
        11
        20
        14
        8
        : Depth To Water after 15 minutes.
        LOG OF BORING NO. B-26
        29° 43' 45" N
        95° 03' 08" W
        SURFACE EL.: 5.0'
        : 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 8'
        WET ROTARY: Below 8'
        BACKFILL: Cement-Bentonite Grout
        LOGGER: C. Alvarado
        PLATE A-17a
        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. WOH - Weight of Hammer
        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
        75.0
        20
        50/11"
        50/9"
        50/7"
        CLAY, stiff to very stiff, yellowish-brown
        - slickensided at 43'
        25
        19
        100
        77
        57
        : Depth To Water after 15 minutes.
        LOG OF BORING NO. B-26
        29° 43' 45" N
        95° 03' 08" W
        SURFACE EL.: 5.0'
        : 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 8'
        WET ROTARY: Below 8'
        BACKFILL: Cement-Bentonite Grout
        LOGGER: C. Alvarado
        PLATE A-17b
        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. WOH - Weight of Hammer
        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
        alt
        alt
        alt
        alt
         
        DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
        BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
        HARRIS COUNTY, TEXAS
        DIRECT SHEAR TEST RESULTS
        BORING B-26, 18-FOOT DEPTH
        Report No. 04.12110003
        PLATE B-4
        MATERIAL: SILTY SAND, gray
        INITIAL WATER CONTENT: 15%
        INITIAL WET UNIT WEIGHT: 106 pcf
        INITIAL DRY UNIT WEIGHT: 92 pcf
        INITIAL VOID RATIO: 0.812
        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