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    Individual Sieve Analysisi of 10Mm, 6Mm, & Fine Aggregate (Crushed Sand) For Avarage % of Passing

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    Ashok amlapure
    The document summarizes sieve analysis testing results for three aggregate samples - 10mm, 6mm, and fine aggregate. It shows the percentage passing different sieve sizes for each sample over multiple trials. It then calculates the blended percentages passing for a pavement quality concrete mix using 30% 10mm aggregate, 10% 6mm aggregate and 60% fine aggregate. The blended results meet the mid limits and specific limits required by Morth table 600-3 specifications.

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    Individual Sieve Analysisi of 10Mm, 6Mm, & Fine Aggregate (Crushed Sand) For Avarage % of Passing

    Uploaded by

    Ashok amlapure
    1K views3 pages
    The document summarizes sieve analysis testing results for three aggregate samples - 10mm, 6mm, and fine aggregate. It shows the percentage passing different sieve sizes for each sample over multiple trials. It then calculates the blended percentages passing for a pavement quality concrete mix using 30% 10mm aggregate, 10% 6mm aggregate and 60% fine aggregate. The blended results meet the mid limits and specific limits required by Morth table 600-3 specifications.

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    INDIVIDUAL GRADATION BC

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    The document summarizes sieve analysis testing results for three aggregate samples - 10mm, 6mm, and fine aggregate. It shows the percentage passing different sieve sizes for each sample over multiple trials. It then calculates the blended percentages passing for a pavement quality concrete mix using 30% 10mm aggregate, 10% 6mm aggregate and 60% fine aggregate. The blended results meet the mid limits and specific limits required by Morth table 600-3 specifications.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    1K views3 pages

    Individual Sieve Analysisi of 10Mm, 6Mm, & Fine Aggregate (Crushed Sand) For Avarage % of Passing

    Uploaded by

    Ashok amlapure
    The document summarizes sieve analysis testing results for three aggregate samples - 10mm, 6mm, and fine aggregate. It shows the percentage passing different sieve sizes for each sample over multiple trials. It then calculates the blended percentages passing for a pavement quality concrete mix using 30% 10mm aggregate, 10% 6mm aggregate and 60% fine aggregate. The blended results meet the mid limits and specific limits required by Morth table 600-3 specifications.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 3

    INDIVIDUAL SIEVE ANALYSISI OF 10MM , 6MM , & FINE AGGREGATE (CRUSHED SAND )FOR AVARAGE % OF PASSING

    10 MM % Passing 6 MM % Passing Fine Aggregate (Crushed Sand ) % Passing


    IS Sieve
    (mm)
    Trial 1 Trial 2 Trial 3 Trial 4 Avarage Trial 1 Trial 2 Trial 3 Trial 4 Avarage Trial 1 Trial 2 Trial 3 Trial 4 Avarage

    19.00 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100

    13.20 74.20 74.72 70.73 71.06 72.68 100 100 100 100 100.00 100 100 100 100 100

    9.50 40.72 39.21 39.46 35.02 38.60 100 100 100 100 100.00 100 100 100 100 100

    4.75 0.27 0.78 0.14 0.65 0.46 49.73 41.64 38.67 40.88 42.73 100 100 100 100 100

    2.36 1.62 2.11 1.63 1.71 1.77 76.51 77.23 71.67 72.87 74.57

    1.180 0.48 0.54 0.25 0.36 0.41 32.50 35.06 28.04 27.55 30.79

    0.600 16.93 18.48 13.93 13.5 15.71

    0.300 10.93 11.51 9.01 8.38 9.96

    0.150 7.86 7.70 6.68 6.01 7.06

    0.075 1.69 2.59 2.42 1.33 2.01

    EPC 'S Representative Authority Engineer


    Blending Calculation For Pavement Quality Concrete
    % of Passing Blending
    Sieve Fine Aggregate Combined %
    Size in Fine Aggregate 10 mm 6 MM ( c.Sand)
    10 mm 6mm of Passing
    mm ( c.Sand)
    30 10 60

    19.00 100 100 100 30 10 60 100

    13.20 72.68 100 100 21.80 10 60 91.80

    9.50 38.6 100 100 11.58 10 60 81.58

    4.75 0.46 42.73 100 0.138 4.273 60 64.41

    2.36 0 1.77 74.57 0 0.18 44.74 44.92

    1.180 0 0.41 30.79 0 0.04 18.47 18.52

    0.600 0 0 15.71 0 0 9.43 9.43

    0.300 0 0 9.96 0 0 5.98 5.98

    0.150 0 0 7.06 0 0 4.24 4.24

    0.075 0 0 2.01 0 0 1.21 1.21

    EPC 'S Representative Authority Engineer


    crete

    Mid Limit

    Specific Limit As Per


    Morth Teble 600-3
    100.00 100 100

    95.00 90 100

    79.00 70 88

    62.00 53 71

    50.00 42 58

    41.00 34 48

    32.00 26 38

    23.00 18 28

    16.00 12 20

    7.00 4 10

    uthority Engineer

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