1. FCI388a
     
    21
    13
    FILL: SANDY CLAY, dark brown to gray, with
    calcareous nodules
    CLAY, stiff, gray
    - with calcareous nodules to 18'
    - with ferrous nodules to 13'
    - firm at 5'
    - gray and tan, 7' to 18'
    - greenish gray and tan, slickensided, 18' to 23'
    - tan and gray, 23' to 28'
    - red to greenish gray, 28' to 33'
    - very stiff at 29'
    - with sand pockets below 29'
    - red below 33'
    95
    81
    52
    60
    39
    2.0
    87
    102
    35
    25
    LOCATION: See Plate 4b
    NOTES:
    COORDINATES:
    DATE: May 11, 2017
    TOTAL DEPTH: 50'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 25'
    WET ROTARY: 25' to 50'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    1. Free water was not encountered during drilling to a depth of 25'.
    2. Boring coordinates were obtained with a hand-held GPS devices.
    3. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    5
    10
    15
    20
    25
    30
    35
    LOG OF BORING NO. BH-06
    PLATE D-6a
    N 29°1'24.28"
    W 95°3'04.83"
    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
     
    18
    CLAY, stiff, red, with sand pockets
    - stiff to very stiff below 43'
    67
    49
    50.0
    103
    22
    LOCATION: See Plate 4b
    NOTES:
    COORDINATES:
    DATE: May 11, 2017
    TOTAL DEPTH: 50'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 25'
    WET ROTARY: 25' to 50'
    BACKFILL: Cement-Bentonite Grout
    LOGGER: E. Schulak
    STORM SURGE SUPPRESSION STUDY - GCCPRD
    BRAZORIA, CHAMBERS, GALVESTON, HARRIS, JEFFERSON AND ORANGE COUNTIES, TEXAS
    1. Free water was not encountered during drilling to a depth of 25'.
    2. Boring coordinates were obtained with a hand-held GPS devices.
    3. Terms and symbols are presented on Plates D-9a and D-9b.
    SURFACE EL.: Not Available
    45
    50
    55
    60
    65
    70
    75
    LOG OF BORING NO. BH-06
    PLATE D-6b
    N 29°1'24.28"