1. G120036 Bird Island Cove Phase 2 15
    2. G120036 Bird Island Cove Phase 2 16
    alt
     
    Qc= 28
    Qc= 35
    25
    28
    NP
    POORLY GRADED SAND WITH SILT
    , dark gray, wet, loose.
    Same as above. (SP-SM)
    Sampler refusal at a depth of 5 feet.
    7
    NP NP
    7
    AUGER
    S-1
    AUGER
    S-2
    SAMPLE NUMBER
    PI
    PLASTICITY INDEX
    MOISTURE CONTENT (%)
    LL
    LIQUID LIMIT
    FIELD DATA
    CLIENT:
    PROJECT:
    LOCATION:
    NUMBER:
    SHEET 1 of 1
    DRILLING METHOD(S):
    GROUNDWATER INFORMATION:
    DATE(S) DRILLED: 2/7/2020
    SURFACE ELEVATION: N/A
    REMARKS:
    N: BLOWS/FT
    P: TONS/SQ FT
    T: TONS/SQ FT
    Qc: TONS/SQ FT
    ATTERBERG
    LIMITS
    Russian Sampler
    Boring was performed under 2.5 feet of water.
    Drilling operations were performed by RETL at GPS Coordinates
    N° 29.17745 W° 95.01931
    Rock Engineering & Testing Labratory Inc.
    6817 Leopard Street
    Corpus Christi, TX
    Telephone: 3618834555
    Fax: 3618834711
    1
    2
    3
    4
    5
    6
    7
    8
    9
    10
    HDR
    Bird Island Cove; Phase 2
    Galveston, Texas
    G120036
    SAMPLES
    LABORATORY DATA
    COMPRESSIVE
    STRENGTH
    (TONS/SQ FT)
    MINUS NO. 200 SIEVE (%)
    DRY DENSITY
    POUNDS/CU.FT
    DEPTH (FT)
    SOIL SYMBOL
    PLASTIC LIMIT
    PL
    LOG OF BORING BIC-4
    DESCRIPTION OF STRATUM
    N - STANDARD PENETRATION TEST RESISTANCE
    Qc - STATIC CONE PENETROMETER TEST INDEX
    P - POCKET PENETROMETER RESISTANCE
    LOG_OF_BORING G120036.GPJ ROCK_ETL.GDT 2/26/20
    alt
     
    NO. BLOWS/FT.
    STANDARD PEN.
    TEST
    DESCRIPTIVE
    TERM
    NO. BLOWS/FT.
    STANDARD PEN.
    TEST
    DESCRIPTIVE
    TERM
    COARSE GRAINED SOILS
    TERMS DESCRIBING CONSISTENCY OF SOIL
    KEY TO SOIL CLASSIFICATION AND SYMBOLS
    NAME
    Very Loose
    Loose
    Medium
    Dense
    Very Dense
    SYMBOLS FOR TEST DATA
    0 - 4
    4 - 10
    10 - 30
    30 - 50
    over 50
    Very Soft
    Soft
    Firm
    Stiff
    Very Stiff
    Hard
    < 2
    2 - 4
    4 - 8
    8 - 15
    15 - 30
    over 30
    FINE
    GRAINED
    SOILS
    SAND
    AND
    SANDY
    SOILS
    SILTS
    AND
    CLAYS
    LL > 50
    MAJOR DIVISIONS
    < 0.25
    0.25 - 0.50
    0.50 - 1.00
    1.00 - 2.00
    2.00 - 4.00
    over 4.00
    UNCONFINED
    COMPRESSION
    TONS PER SQ. FT.
    FINE GRAINED SOILS
    TERMS CHARACTERIZING SOIL
    STRUCTURE
    Silty Sands, Sand-Silt Mixtures
    Inorganic Clays of low to medium plasticity,
    Gravelly Clays, Sandy Clays, Silty Clays, Lean
    Clays
    Organic Silts and Organic Silt-Clays of low
    plasticity
    Inorganic Silts, Micaceous or Diatomaceous fine
    Sandy or Silty soils, Elastic Silts
    Inorganic Clays of high plasticity, Fat Clays
    Organic Clays of medium to high plasticity,
    Organic Silts
    Peat and other Highly Organic soils
    GM
    SP
    SC
    ML
    CL
    OL
    MH
    CH
    OH
    PT
    COARSE
    GRAINED
    SOILS
    GRAVEL
    AND
    GRAVELLY
    SOILS
    SILTS
    AND
    CLAYS
    LL < 50
    UNIFIED SOIL CLASSIFICATION SYSTEM
    HIGHLY ORGANIC
    SOILS
    Auger Sample
    SPT Samples
    Shelby Tube Sample
    Groundwater Level
    (Final Reading)
    Groundwater Level
    (Initial Reading)