Copy of Standard Deviation

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  • 7/31/2019 Copy of Standard Deviation

    1/3

    Location

    Part

    of

    Structure

    Date of

    Casting

    Date of

    Testing

    28 Days

    Comp.

    Strength

    in N /mm2

    Av. Moving Four

    Consc. Comp.

    Strength in N / mm2

    Remarks

    A4 - 14th Floor Slab 2/2/2012 1/3/2012 28.56

    A4 - 14th Floor Slab 2/2/2012 1/3/2012 28.41

    B6 - 10th Floor Slab 2/2/2012 1/3/2012 28.57

    B3 - 4th Floor Slab 2/2/2012 1/3/2012 28.36 28.48

    B3 -11th Floor Slab 2/2/2012 1/3/2012 28.56 28.48

    C3 - 7th Floor Slab 3/2/2012 2/3/2012 28.13 28.41

    C3 - 7th Floor Slab 3/2/2012 2/3/2012 28.48 28.38

    B1 - 17th Floor Slab 3/2/2012 2/3/2012 28.26 28.36

    B4 - 11th Floor Slab 4/2/2012 3/3/2012 28.59 28.37

    C2 - 8th Floor Slab 4/2/2012 3/3/2012 28.55 28.47

    D2 - 11th Floor Slab 4/2/2012 3/3/2012 28.32 28.43

    B5 - 10th Floor Slab 6/2/2012 5/3/2012 28.25 28.43

    B5 - 10th Floor Slab 6/2/2012 5/3/2012 28.52 28.41

    C1 - 8th Floor Slab 6/2/2012 5/3/2012 28.81 28.48

    A7 - 11th Floor Slab 7/2/2012 6/3/2012 28.6 28.55

    D1 - 9th Floor Slab 8/2/2012 7/3/2012 28.41 28.59

    A5 - 6th Floor Slab 8/2/2012 7/3/2012 28.51 28.58

    A3 - 15th Floor Slab 9/2/2012 8/3/2012 28.45 28.49

    A3 - 15th Floor Slab 9/2/2012 8/3/2012 28.33 28.43

    A6 - 12th Floor Slab 9/2/2012 8/3/2012 28.44 28.43

    A6 - 12th Floor Slab 9/2/2012 8/3/2012 28.2 28.36

    B2 - 17th Floor Slab 10/2/2012 9/3/2012 30.96 28.98

    B1 - 17th Floor Slab 10/2/2012 9/3/2012 31.7 29.83

    C4 - 5th Floor Slab 10/2/2012 9/3/2012 30.81 30.42

    C2 - 8th Floor Slab 10/2/2012 9/3/2012 31.99 31.37

    C2 - 8th Floor Slab 10/2/2012 9/3/2012 31.55 31.51

    B4 - 11th Floor Slab 11/2/2012 10/3/2012 29.18 30.88

    C3 - 8th Floor Slab 11/2/2012 10/3/2012 29.47 30.55

    C3 - 8th Floor Slab 11/2/2012 10/3/2012 28.14 29.59

    D2 - 8th Floor Slab 11/2/2012 10/3/2012 30.66 29.36

    ( X - X )2

    1.18N - 1

    AssumedStandardD

    eviation=4N

    /mm

    2

    29

    30

    25

    26

    27

    28

    21

    22

    23

    24

    17

    18

    19

    20

    13

    14

    15

    16

    SHAPOORJI PALLONJI & CO. LTD.

    Grade of Concrete : M20 Month : February

    Client

    Project

    DLF

    STANDARD DEVIATION

    DLF Westend Heights

    Sl. No.

    1

    2

    3

    4

    5

    6

    Acceptance criteria of compressive Strength of Concrete As Per IS : 456, 2000 (Clause 16.1 & 16.3) - Standard Deviation

    11

    12

    7

    8

    9

    10

    PMC Colliers International

    Concrator SPCL

  • 7/31/2019 Copy of Standard Deviation

    2/3

    LocationPart

    of

    Structure

    Date of

    Casting

    Date of

    Testing

    28 DaysComp.

    Strength

    in N /mm2

    Av. Moving FourConsc. Comp.

    Strength in N / mm2

    Remarks

    C4 - 6th Floor Slab 1/3/2012 29/03/2012 28.44

    A5 - 7th Floor Slab 1/3/2012 29/03/2012 28.44

    A5 - 7th Floor Slab 1/3/2012 29/03/2012 27.99

    C3 - 9th Floor Slab 2/3/2012 30/03/2012 28.44 28.33

    C3 - 9th Floor Slab 2/3/2012 30/03/2012 27.99 28.22

    A5 - 7th Floor Slab 3/3/2012 31/03/2012 28.29 28.18

    C1 - 9th Floor Slab 3/3/2012 31/03/2012 27.55 28.07

    D2 - 12th Floor Slab 3/3/2012 31/03/2012 27.55 27.85

    A6 - 13th Floor Slab 3/3/2012 31/03/2012 28.88 28.07

    A6 - 13th Floor Slab 3/3/2012 31/03/2012 27.55 27.88

    B4 - 12th Floor Slab 5/3/2012 2/4/2012 27.99 27.99

    C1 - 9th Floor Slab 5/3/2012 2/4/2012 28.58 28.25

    A2 - 16th Floor Slab 5/3/2012 2/4/2012 28.44 28.14

    A2 - 16th Floor Slab 5/3/2012 2/4/2012 28.88 28.47

    A3 - 16th Floor Slab 6/3/2012 3/4/2012 28.44 28.59

    A3 - 16th Floor Slab 6/3/2012 3/4/2012 28.14 28.48

    B2 - 18th Floor Slab 7/3/2012 4/4/2012 30.66 29.03

    C3 - 9th Floor Slab 7/3/2012 4/4/2012 30.36 29.40

    C3 - 9th Floor Slab 7/3/2012 4/4/2012 30.07 29.81

    B1 - 18th Floor Slab 7/3/2012 4/4/2012 30.51 30.40

    B6 - 11th Floor Slab 9/3/2012 6/4/2012 29.03 29.99

    B3 - 12th Floor Slab 10/3/2012 7/4/2012 28.44 29.51

    B3 - 12th Floor Slab 10/3/2012 7/4/2012 29.18 29.29

    C4 - 6th Floor Slab 10/3/2012 7/4/2012 29.77 29.11

    D2 - 12th Floor Slab 10/3/2012 7/4/2012 29.18 29.14

    D2 - 12th Floor Slab 10/3/2012 7/4/2012 29.18 29.33

    B5 - 12th Floor Slab 12/3/2012 9/4/2012 30.51 29.66

    B5 - 12th Floor Slab 12/3/2012 9/4/2012 30.06 29.73

    C2 - 10th Floor Slab 12/3/2012 9/4/2012 30.21 29.99

    C1 - 10th Floor Slab 12/3/2012 9/4/2012 31.25 30.51

    A2 - 16th Floor Slab 12/3/2012 9/4/2012 30.21 30.43

    A6 - 13th Floor Slab 13/3/2012 10/4/2012 29.77 30.36

    A6 - 13th Floor Slab 13/3/2012 10/4/2012 28.88 30.03

    D1 - 10th Floor Slab 13/3/2012 10/4/2012 28.88 29.44

    A2 - 17th Floor Slab 14/3/2012 11/4/2012 28.73 29.07

    33

    34

    35

    11

    12

    30

    31

    13

    14

    15

    16

    24

    17

    7

    8

    9

    10

    4

    5

    6

    Acceptance criteria of compressive Strength of Concrete As Per IS : 456, 2000 (Clause 16.1 & 16.3) - Standard Deviation

    Sl. No.

    1

    2

    3

    SHAPOORJI PALLONJI & CO. LTD.

    Grade of Concrete : M20 Month : March

    Client

    Project

    DLF

    DLF Westend Heights

    18

    19

    20

    eviation=4N

    /mm

    2

    29

    25

    26

    27

    23

    32

    PMC Colliers International

    Concrator SPCL

    28

    21

    22

  • 7/31/2019 Copy of Standard Deviation

    3/3

    Location

    Part

    of

    Structure

    Date of

    Casting

    Date of

    Testing

    28 Days

    Comp.

    Strength

    in N /mm2

    Av. Moving Four

    Consc. Comp.

    Strength in N / mm2

    RemarksSl. No.

    A2 - 17th Floor Slab 14/3/2012 11/4/2012 29.97 29.12

    C4 - 6th Floor Slab 14/3/2012 11/4/2012 29.18 29.19

    B6 - 11th Floor Slab 15/3/2012 12/4/2012 30.07 29.49

    A3 - 17th Floor Slab 15/3/2012 12/4/2012 30.06 29.82

    A3 - 17th Floor Slab 15/3/2012 12/4/2012 30.07 29.85

    D1 - 10th Floor Slab 15/3/2012 12/4/2012 29.92 30.03

    B4 - 13th Floor Slab 16/3/2012 13/4/2012 28.88 29.73

    B4 - 13th Floor Slab 16/3/2012 13/4/2012 29.62 29.62

    C2 - 10th Floor Slab 16/3/2012 13/4/2012 28.44 29.22

    C2 - 10th Floor Slab 16/3/2012 13/4/2012 28.29 28.81

    A4 - 16th Floor Slab 16/3/2012 13/4/2012 28.88 28.81

    B2 - 18th Floor Slab 17/3/2012 14/4/2012 29.32 28.73

    A7 - 13th Floor Slab 17/3/2012 14/4/2012 29.62 29.03

    A7 - 13th Floor Slab 17/3/2012 14/4/2012 29.32 29.29

    D1 - 10th Floor Slab 17/3/2012 14/4/2012 28.88 29.29

    C4 - 7th Floor Slab 17/3/2012 14/4/2012 28.44 29.07

    A2 - 17th Floor Slab 19/3/2012 16/4/2012 28.44 28.77

    A2 - 17th Floor Slab 19/3/2012 16/4/2012 29.77 28.88

    A5 - 8th Floor Slab 19/3/2012 16/4/2012 28.44 28.77

    A4 - 16th Floor Slab 19/3/2012 16/4/2012 28.88 28.88

    C3 - 10th Floor Slab 21/3/2012 18/4/2012 28.44 28.88

    C3 - 10th Floor Slab 21/3/2012 18/4/2012 29.18 28.74

    B3 - 13th Floor Slab 21/3/2012 18/4/2012 29.62 29.03

    A7 - 13th Floor Slab 21/3/2012 18/4/2012 28.73 28.99

    A3 - 17th Floor Slab 22/3/2012 19/4/2012 30.21 29.44

    A3 - 17th Floor Slab 22/3/2012 19/4/2012 29.77 29.58

    B5 - 12th Floor Slab 22/3/2012 19/4/2012 29.32 29.51

    B5 - 12th Floor Slab 22/3/2012 19/4/2012 29.18 29.62

    C1 - 10th Floor Slab 22/3/2012 19/4/2012 29.92 29.55

    C1 - 10th Floor Slab 22/3/2012 19/4/2012 29.62 29.51

    B6 - 12th Floor Slab 24/3/2012 21/4/2012 28.88 29.40

    A6 - 14th Floor Slab 24/3/2012 21/4/2012 29.77 29.55

    A6 - 14th Floor Slab 24/3/2012 21/4/2012 28.88 29.29

    B2 - 18th Floor Slab 26/3/2012 23/4/2012 29.32 29.21

    D1 - 11th Floor Slab 26/3/2012 23/4/2012 28.44 29.10

    ( X - X )2

    69

    70

    64

    65

    66

    67

    61

    62

    63

    68

    57

    58

    59

    60

    53

    54

    55

    56

    49

    50

    51

    52

    46

    47

    48

    41

    42

    43

    44

    40

    36

    45

    AssumedStandard

    STANDARD DEVIATION 0.82

    37

    38

    39

    N - 1