1. FCI388a

     
    13
    12
    11
    6
    10
    11
    11
    6
    3
    1
    SILTY SAND, loose to medium dense, brown
    - brownish gray, 6.5' to 8.5'
    - light olive gray, 8.5' to 13.5'
    - greenish gray, 13.5' to 18.5'
    - very loose, gray, with shell fragments below 18.5'
    SANDY CLAY, soft, greenish gray, with shell
    fragments, and calcareous nodules
    - firm, greenish gray and dark brown below 33'
    CLAY, stiff, tan and greenish gray, with sand
    pockets and calcareous nodules
    56
    53
    73
    52
    51
    39
    39
    28.0
    38.0
    89
    104
    33
    23
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 9, 2017
    TOTAL DEPTH: 50'
    CAVED DEPTH: 3'
    DRY AUGER: Surface to 4'
    WET ROTARY: 4' to 50'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. Boring coordinates were obtained with a hand-held GPS device.
    3. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    5
    10
    15
    20
    25
    30
    35
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-05
    PLATE D-5a
    N 29°0'23.95"
    W 94°9'42.43"
    R:\04100\2016 PROJECTS\0100-0199\04.10160148 - GCCPRD STORM SURGE PHASE 4\00_GIS\GINT\FINAL GINT\04.10160148_(1).GPJ 0415-1415 10/18/2017
    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
    Field Vane
    Report No. 04.10160148

     
    4
    8
    CLAY, stiff, tan and greenish gray, with sand
    pockets and calcareous nodules
    - firm below 43.5'
    50.0
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 9, 2017
    TOTAL DEPTH: 50'
    CAVED DEPTH: 3'
    DRY AUGER: Surface to 4'
    WET ROTARY: 4' to 50'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    2. Boring coordinates were obtained with a hand-held GPS device.
    3. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    : Water First Noticed.
    45
    50
    55
    60
    65
    70
    75
    : Depth To Water after 15 minutes.
    LOG OF BORING NO. BH-05