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    Evelopment Onstructions TD.: Eotechnical Ngineering Aboratory

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    Chowdhury Priodeep

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    © All Rights Reserved
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    Evelopment Onstructions TD.: Eotechnical Ngineering Aboratory

    Uploaded by

    Chowdhury Priodeep
    37 views1 page

    Original Title

    PBH-6.pdf

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    37 views1 page

    Evelopment Onstructions TD.: Eotechnical Ngineering Aboratory

    Uploaded by

    Chowdhury Priodeep

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 1

    DEVELOPMENT CONSTRUCTIONS LTD.

    LABORATORY TEST MOISTURE CONTENT TEST ASTM - D 221


    GEOTECHNICAL ENGINEERING LABORATORY RESULTS OF:
    SPECIFIC GRAVITY TEST ASTM - D 0854
    2 X 660 MW MAITREE STPP -
    PROJECT TITLE: TEST PERFORMED BY: MD.SHAHIDULLAH DATE: 20-Feb-18
    [ EPC JETTY ] BOREHOLE
    LOCATION: RAMPAL, BAGERHAT, KHULNA. ID:
    PBH-06
    REPORT PREPARED BY: SHAKIL AHMED DATE: 25-Feb-18
    CLIENT/OWNER: AFCONS INFRASTRUCTURE LTD./BHEL.

    MOISTURE CONTENT TEST (ASTM - D221)


    Test No: I. II. III. IV. V. VI. VII.
    Borehole ID: PBH-06 PHB-06 PBH-06 PBH-06 PBH-06 PBH-06 PBH-06
    Sample ID: UDS-1 UDS-2 UDS-3 UDS-4 D-12 UDS-5 UDS-6
    Depth (m): 2.00-2.50 4.00-4.50 11.00-11.50 17.00-17.45 21.50-21.95 31.50-32.00 43.50-44.00
    Mass of Container (g) (m1): 28.8 24.96 28.04 24.99 25.86 24.71 27.66
    Mass of Wet Soil + Container (g) (m2): 175.16 173.21 199.74 191.99 186.15 195.75 180.3
    Mass of Dry Soil + Container (g) (m3): 125.96 131.06 145.18 156.17 149.68 155.87 146.94
    Mass of Moisture (m2-m3): 49.2 42.2 54.6 35.8 36.5 39.9 33.4
    Mass of Dry Soil (m3-m1): 97.16 106.1 117.14 131.18 123.82 131.16 119.28
    Moisture Content (%) (w): 50.64 39.73 46.58 27.31 29.45 30.41 27.97
    SPECIFIC GRAVITY TEST (ASTM - D0854)
    Test No: I. II. III. IV. V. VI. VII. VIII. IX.
    Borehole ID: PBH-06 PBH-06 PBH-06 PBH-06 PBH-06 PBH-06 PBH-06 PBH-06 PBH-06
    Sample ID: UDS-1 UDS-3 UDS-4 D-12 UDS-5 D-22 UDS-6 D-39 D-43
    Depth (m): 2.00-2.50 11.00-11.50 17.00-17.45 21.50-21.95 31.50-32.00 36.50-36.95 43.50-44.00 62.00-62.45 68.00-68.45
    Mass of Pycnometer+Water +Soil (Wbws)(g): 182.02 188.86 160.92 186.87 182.58 163.52 181.21 159.65 172.27
    Mass of Pycnometer+Water ( Wbw)(g): 166.92 172.84 145.13 171.02 166.72 147.62 164.72 144.14 156.44
    Mass of Can (Wc)(g): 26.14 23.68 27.82 28.53 25.86 22.89 23.73 27.11 24.45
    Mass of Can + Soil ( After drying) (Wcs)(g): 50.26 49.29 53.08 53.86 51.19 48.31 50.09 51.89 49.71
    Mass of Soil ( W3)(g): 24.12 25.61 25.26 25.33 25.33 25.42 26.36 24.78 25.26
    Specific Gravity of Soil (Gs): 2.66 2.66 2.66 2.66 2.67 2.66 2.66 2.66 2.67

    © DEVELOPMENT CONSTRUCTIONS LTD. dcl@dcl-fcl.com www.dcl-fcl.com

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