1. FCI388a
     
    16
    9
    10
    7
    20
    22
    21
    21
    10
    3
    SILTY SAND, loose to medium dense, brown, with
    shell fragments
    - brownish gray, 8.5' to 13.5'
    - gray, 13.5' to 28.5'
    - olive gray below 28.5'
    - very loose below 33.5'
    CLAY, stiff, red and greenish gray
    38.0
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 8, 2017
    TOTAL DEPTH: 50'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 50'
    WET ROTARY: Not Applicable
    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-04
    PLATE D-4a
    N 29°5'25.58"
    W 94°2'30.35"
    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
     
    23
    CLAY, stiff, red and greenish gray
    - with shell fragments at 44'
    - red below 48'
    94
    71
    50.0
    84
    38
    LOCATION: See Plate 4a
    NOTES:
    COORDINATES:
    1.
    DATE: May 8, 2017
    TOTAL DEPTH: 50'
    CAVED DEPTH: Not Applicable
    DRY AUGER: Surface to 50'
    WET ROTARY: Not Applicable
    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-04
    PLATE D-4b
    N 29°5'25.58"