1. FCI388a
     
    15
    24
    14
    SILTY SAND, tan
    CLAY, firm to very stiff, dark brown,
    - with shell fragments to 2'
    - red and brown, 6' to 8'
    - dark brown, 8' to 13'
    - with calcareous nodules below 8'
    - with ferrous nodoules, 8' to 23'
    - red and greenish gray below 13'
    - very stiff at 14'
    - stiff below 18'
    CLAYEY SAND, brown and gray
    SILTY SAND, medium dense, brown
    91
    44
    94
    29
    70
    1.0
    32.0
    38.0
    100
    83
    23
    38
    LOCATION: See Plate 4b
    NOTES:
    COORDINATES:
    DATE: May 10, 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-08
    PLATE D-8a
    N 28°8'14.14"
    W 95°6'24.91"
    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
    +
     
    20
    19
    SILTY SAND, medium dense, brown
    - pale brown below 43.5'
    50.0
    LOCATION: See Plate 4b
    NOTES:
    COORDINATES:
    DATE: May 10, 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-08
    PLATE D-8b
    N 28°8'14.14"