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    Laboratory Test Report On Plate Load Bearing: (ASTM D 1194)

    Uploaded by

    Joshua John Julio
    This laboratory test report summarizes the results of a plate load bearing test conducted on soil from a test pit located at the Lima Technology Center in Lipa, Batangas, Philippines. The test was performed to determine the load bearing capacity of the silty sand and gravel soil under increasing loads up to a maximum of 16 kN applied over a 30.775 cm diameter plate. The report documents the soil conditions, equipment used, load and settlement readings taken over six loading cycles, and concludes that the test was performed according to ASTM D1194 standards on the soil sample.

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    © All Rights Reserved
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    Laboratory Test Report On Plate Load Bearing: (ASTM D 1194)

    Uploaded by

    Joshua John Julio
    42 views3 pages
    This laboratory test report summarizes the results of a plate load bearing test conducted on soil from a test pit located at the Lima Technology Center in Lipa, Batangas, Philippines. The test was performed to determine the load bearing capacity of the silty sand and gravel soil under increasing loads up to a maximum of 16 kN applied over a 30.775 cm diameter plate. The report documents the soil conditions, equipment used, load and settlement readings taken over six loading cycles, and concludes that the test was performed according to ASTM D1194 standards on the soil sample.

    Original Description:

    PLT

    Original Title

    PLATE LOAD SHIMIZU

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    This laboratory test report summarizes the results of a plate load bearing test conducted on soil from a test pit located at the Lima Technology Center in Lipa, Batangas, Philippines. The test was performed to determine the load bearing capacity of the silty sand and gravel soil under increasing loads up to a maximum of 16 kN applied over a 30.775 cm diameter plate. The report documents the soil conditions, equipment used, load and settlement readings taken over six loading cycles, and concludes that the test was performed according to ASTM D1194 standards on the soil sample.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    42 views3 pages

    Laboratory Test Report On Plate Load Bearing: (ASTM D 1194)

    Uploaded by

    Joshua John Julio
    This laboratory test report summarizes the results of a plate load bearing test conducted on soil from a test pit located at the Lima Technology Center in Lipa, Batangas, Philippines. The test was performed to determine the load bearing capacity of the silty sand and gravel soil under increasing loads up to a maximum of 16 kN applied over a 30.775 cm diameter plate. The report documents the soil conditions, equipment used, load and settlement readings taken over six loading cycles, and concludes that the test was performed according to ASTM D1194 standards on the soil sample.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
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    LABORATORY TEST REPORT ON PLATE LOAD BEARING

    ( ASTM D 1194 )

    DATE : March 07, 2018


    LAB. NO. :

    CUSTOMER/ CLIENT SHIMIZU PHILIPPINE CONTRACTORS, INC.


    PROJECT EPP 1 FACTORY RENOVATION WORKS ( INK BOTTLE EXPANSION)
    LOCATION Lima Technology Center, Lipa Batangas DEAD WT. OF EQUIPMENT, kN : 0.3716
    DATE TESTED February 28, 2018 CALIBRATION, kN. : 1.4892
    TEST PIT NUMBER TP-1 ( GL Y11' to GL X6) PLATE DIAMETER, cm. : 30.775
    TEST DEPTH 1FL -0.3 meters AREA, m² : 0.0745
    TYPE OF SOIL Silty Sand w/ Gravel WEATHER : Cloudy
    TESTED BY ETC MTCI Personnel MOISTURE CONDITION : Wet

    PLATE LOAD BEARING TEST DATA


    Adjusted Time Displacement (Per Division) Total Pressure
    Cycle Load (kN) Time Average
    Load (min.) Strain A Strain B Strain C Settlement (mm) (kPa)

    1 4 5.8608 0 2:45 PM 40 45 0 28 78.668


    1 2:46 PM 40 45 0 28
    2 2:48 PM 41 45 0 29
    3 2:51 PM 41 45 0 29
    3 2:54 PM 41 45 0 29
    3 2:57 PM 41 45 0 29
    3 3:00 PM 41 45 0 29 0.2867
    2 8 9.8608 0 3:00 PM 75 92 21 63 132.36
    1 3:01 PM 76 92 22 63
    2 3:03 PM 77 92 22 64
    3 3:06 PM 78 92 22 64
    3 3:09 PM 78 92 22 64
    3 3:12 PM 78 92 22 64
    3 3:15 PM 78 92 22 64 0.6400
    3 12 13.8608 0 3:15 PM 98 115 36 83 186.05
    1 3:16 PM 101 118 37 85
    2 3:18 PM 102 119 38 86
    3 3:21 PM 103 120 38 87
    3 3:24 PM 103 120 38 87
    3 3:27 PM 103 120 38 87
    3 3:30 PM 103 120 38 87 0.8700
    Remarks : This report is the result of test performed on the sample tested on site.

    Witnessed By:
    F. Ariban
    Shimizu Representative - P.E.

    Tested by: Checked by: Certified by:

    Eduard Zamora/Ronel Rodela/Dexter M. Copino Engr. Raul Leslie S. Banzon Jeffrey C. Reyes
    Laboratory Technicians Laboratory Head Managing Director
    LABORATORY TEST REPORT ON PLATE LOAD BEARING
    ( ASTM D 1194 )

    DATE : March 07, 2018


    LAB. NO. :

    CUSTOMER/ CLIENT SHIMIZU PHILIPPINE CONTRACTORS, INC.


    PROJECT EPP 1 FACTORY RENOVATION WORKS ( INK BOTTLE EXPANSION)
    LOCATION Lima Technology Center, Lipa Batangas DEAD WT. OF EQUIPMENT, kN : 0.3716
    DATE TESTED February 28, 2018 CALIBRATION, kN. : 1.4892
    TEST PIT NUMBER TP-1 ( GL Y11' to GL X6) PLATE DIAMETER, cm. : 30.775
    TEST DEPTH 1FL -0.3 meters AREA, m² : 0.0745
    TYPE OF SOIL Silty Sand w/ Gravel WEATHER : Cloudy
    TESTED BY ETC MTCI Personnel MOISTURE CONDITION : Wet

    PLATE LOAD BEARING TEST DATA


    Adjusted Time Displacement (Per Division) Total Pressure
    Cycle Load (kN) Time Average
    Load (min.) Strain A Strain B Strain C Settlement (mm) (kPa)
    4 16 17.8608 0 3:30 PM 106 127 48 94 239.74
    1 3:31 PM 108 129 49 95
    2 3:33 PM 108 129 49 95
    3 3:36 PM 108 129 49 95
    3 3:39 PM 108 129 49 95
    3 3:42 PM 108 129 49 95
    Release 3 3:45 PM 108 129 49 95 0.9533
    5 11 12.8608 0 3:45 PM 108 129 49 95 172.63
    1 3:46 PM 108 129 49 95
    2 3:48 PM 108 129 49 95
    3 3:51 PM 108 129 49 95
    3 3:54 PM 108 129 49 95
    3 3:57 PM 108 129 49 95
    3 4:00 PM 108 129 49 95 0.9533
    6 6 7.8608 0 4:00 PM 108 128 43 93 105.51
    1 4:01 PM 108 128 43 93
    2 4:03 PM 108 128 43 93
    3 4:06 PM 108 128 43 93
    3 4:09 PM 108 128 43 93
    3 4:12 PM 108 128 43 93
    3 4:15 PM 108 128 43 93 0.9300
    Remarks : This report is the result of test performed on the sample tested on site.

    Witnessed By:
    F. Ariban
    Shimizu Representative - P.E.

    Tested by: Checked by: Certified by:

    Eduard Zamora/Ronel Rodela/Dexter M. Copino Engr. Raul Leslie S. Banzon Jeffrey C. Reyes
    Laboratory Technicians Laboratory Head Managing Director
    LABORATORY TEST REPORT ON PLATE LOAD BEARING
    ( ASTM D 1194 )

    DATE : March 07, 2018


    LAB. NO. :

    CUSTOMER/ CLIENT SHIMIZU PHILIPPINE CONTRACTORS, INC.


    PROJECT EPP 1 FACTORY RENOVATION WORKS ( INK BOTTLE EXPANSION)
    LOCATION Lima Technology Center, Lipa Batangas DEAD WT. OF EQUIPMENT, kN : 0.3716
    DATE TESTED February 28, 2018 CALIBRATION, kN. : 1.4892
    TEST PIT NUMBER TP-1 ( GL Y11' to GL X6) PLATE DIAMETER, cm. : 30.775
    TEST DEPTH 1FL -0.3 meters AREA, m² : 0.0745
    TYPE OF SOIL Silty Sand w/ Gravel WEATHER : Cloudy
    TESTED BY ETC MTCI Personnel MOISTURE CONDITION : Wet

    PLATE LOAD BEARING TEST DATA


    Adjusted Time Displacement (Per Division) Total Pressure
    Cycle Load (kN) Time Average
    Load (min.) Strain A Strain B Strain C Settlement (mm) (kPa)
    7 0 1.8608 0 4:15 PM 78 99 12 63 24.98
    1 4:16 PM 77 98 12 62
    2 4:18 PM 76 97 12 62
    3 4:21 PM 76 97 12 62
    3 4:24 PM 76 97 12 62
    3 4:27 PM 76 97 12 62
    3 4:30 PM 76 97 12 62 0.6167

    Remarks : This report is the result of test performed on the sample tested on site.

    Witnessed By:
    F. Ariban
    Shimizu Representative - P.E.

    Tested by: Checked by: Certified by:

    Eduard Zamora/Ronel Rodela/Dexter M. Copino Engr. Raul Leslie S. Banzon Jeffrey C. Reyes
    Laboratory Technicians Laboratory Head Managing Director

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