1. Water - Dock Borings.pdf
          1. B-24 5a D-6ft-Mohr
          2. B-24 5a D-6ft-pq
        alt
        alt
         
        2.0
        18.0
        23.0
        38.0
        10
        12
        6
        4
        11
        18
        FILL: GRAVEL, tan, with silt pockets
        CLAY, stiff, tan, with sand and fine gravel
        - firm, 5' to 10'
        - soft below 10'
        - reddish-brown below 14'
        SILTY CLAY, soft, brown, with sand pockets
        SAND, loose, fine-grained, dark brown
        - medium dense, gray below 33'
        SANDY CLAY, very stiff, brown and gray
        19
        27
        24
        41
        50
        31
        38
        107
        94
        103
        66
        3
        72
        : Depth To Water after 15 minutes.
        LOG OF BORING NO. B-24
        29° 43' 40" N
        95° 03' 17" W
        SURFACE EL.: 7'
        : Water First Noticed.
        LOCATION: See Plate 2
        NOTES:
        COORDINATES:
        1.
        DATE: March 15, 2011
        TOTAL DEPTH: 75'
        CAVED DEPTH: Not Applicable
        DRY AUGER: Surface to 14'
        WET ROTARY: Below 14'
        BACKFILL: Cement-Bentonite Grout
        LOGGER: C. Alvarado
        PLATE A-15a
        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 6'.
        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
        75.0
        10
        44
        49
        18
        SANDY CLAY, very stiff, brown and gray
        CLAY, very stiff, brown, with silt pockets
        - hard, 54' to 55'
        - reddish-brown below 68'
        18
        15
        19
        46
        36
        111
        118
        : Depth To Water after 15 minutes.
        LOG OF BORING NO. B-24
        29° 43' 40" N
        95° 03' 17" W
        SURFACE EL.: 7'
        : Water First Noticed.
        LOCATION: See Plate 2
        NOTES:
        COORDINATES:
        1.
        DATE: March 15, 2011
        TOTAL DEPTH: 75'
        CAVED DEPTH: Not Applicable
        DRY AUGER: Surface to 14'
        WET ROTARY: Below 14'
        BACKFILL: Cement-Bentonite Grout
        LOGGER: C. Alvarado
        PLATE A-15b
        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 6'.
        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
        5.6
        alt
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        alt
        alt
        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-24, 6 FEET DEPTH
        Report No. 04.12110003
        PLATE B-1a
        MATERIAL: CLAY, tan
        INITIAL WATER CONTENT: 19 %
        INITIAL WET UNIT WEIGHT: 127 pcf
        INITIAL DRY UNIT WEIGHT: 107 pcf
        INITIAL VOID RATIO: 0.608
        LIQUID LIMIT: 41
        PLASTIC LIMIT: 10
        PLASTICITY INDEX: 31
        SPECIFIC GRAVITY: 2.75 (assumed)
        = 20°
        c = 0.10 ksf
        ' = 24°
        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
        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 - STRESS AND STRAIN CURVES
        BORING B-24, 6 FEET DEPTH
        Report No. 04.12110003
        PLATE B-1b
        MATERIAL: CLAY, tan
        INITIAL WATER CONTENT: 19 %
        INITIAL WET UNIT WEIGHT: 127 pcf
        INITIAL DRY UNIT WEIGHT: 107 pcf
        INITIAL VOID RATIO: 0.608
        LIQUID LIMIT: 41
        PLASTIC LIMIT: 10
        PLASTICITY INDEX: 31
        SPECIFIC GRAVITY: 2.75 (assumed)
        ' = 24°
        a' = 0.05 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
        20
        Axial Strain,
        a
        (%)
        0