Venkat Bridge Qc Tables

May 5, 2018 | Author: V Venkata Narayana | Category: Concrete, Mass Fraction (Chemistry), Building Materials, Building Engineering, Structural Engineering

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bridge qc tables...

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Aggregate Impact Value [ IS : 2386 (Part-4)] Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ _

S.No

DESCRIPTION

Notation - Units

1

2

3

1

Item of Work

2

Date

3

Location

4

Weight of Empty Measuring cup

W1 gm

5

Wt. of Empty measuring cup + Wt. of Aggregate (passing 12.5 mm & retaining on 10 mm sieve )

W2 gm

6

Wt. of Aggregate (passing 12.5 mm & retaining on 10 mm sieve )

7

Wt. of Impacted Aggregate

8

Wt. of Fines (passing 2.36 mm sieve )

9

A. I. V.

10

Remarks

11 Asst Asst.. Exec Execut utiv ivee Engi Engine neer er / 12

Dy. Executive Engineer/

Sample

Sample

Sample

COARSE AGGREGATE (20 mm size Graded metal)

(W2-W 2-W1)= 1)=W3 gm W4 gm (W3-W 3-W4)= 4)=W5 gm 100*W5/W3 %

Sample

Sample

Flakiness Test of Aggregate ( IS : 2386 Part - 1 ) Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ COARSE AGGREGATE (20 mm size Graded metal) Road Section at KM ::

Date ::

Sample No::

Weight ::

Size of Aggregate Sno

Passing Through Retained on IS Sieve IS Sieve ( mm) ( mm)

gm

Wt. of the fraction of at least 200 pieces (gm )

Thickness gauge size ( mm )

Wt. of aggregate in each fraction passing thickness gauge (gm)

Remarks

7

1

2

3

4

5

6

1

63

50

100

33.9

100

100

2

50

40

100

27

100

100

3

40

31.5

100

19.5

100

100

4

31.5

25

100

16.95

100

100

5

25

20

100

13.5

100

100

6

20

16

100

10.8

100

100

7

16

12.5

100

8.55

100

100

8

12.5

10

100

6.75

100

100

9

10

6 .3

100

4.89

100

100

999

999

999

999

999

999

999

Total ( gm )

W=

1000

w=

1000 F.L=(100*w/W)=

pc

Data Sheet for Sieve Analysis of Aggregate ( IS : 2386 Part - 1 )

COARSE AGGREGATE (20 mm size Graded metal) Name of Work :: __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ Road Section at KM :: Sample No::

SNo

1 1 2 3 4 5 999

I.S. Sieve designation

40 20 10 4.75 In 999

2 mm mm mm mm mm Pan 999 Total =

Weight of sample retained (gm) 3 100 100 100 100 999 gm

Date :: Weight of Sample :: Cumulative Per cent of per cent of weight weight retained retained (%) (%) 4 5

Cumulative per cent of weight passing (%) 6

100 100 100 100 999 Over Size=

100 100 100 100 999 Under Size=

AEE/

100 100 100 100 999 %

DEE/

Permissible Limits As Per MoRT&H Specification

gm

Remarks

TABLE 1000-1

7 100 95 - 100 25 - 55 0 - 10 200 200 999 999 %

8 100 100 100 100 999

Aggregate Impact Value [ IS : 2386 (Part-4)] Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ _

S.No

DESCRIPTION

Notation - Units

1

2

3

1

Item of Work

2

Date

3

Location

4

Weight of Empty Measuring cup

W1 gm

5

Wt. of Empty measuring cup + Wt. of Aggregate (passing 12.5 mm & retaining on 10 mm sieve )

W2 gm

6

Wt. of Aggregate (passing 12.5 mm & retaining on 10 mm sieve )

7

Wt. of Impacted Aggregate

8

Wt. of Fines (passing 2.36 mm sieve )

9

A. I. V.

10

Remarks

11 Asst Asst.. Exec Execut utiv ivee Engi Engine neer er / 12

Dy. Executive Engineer/

Sample

Sample

Sample

COARSE AGGREGATE (40 mm size Graded metal)

(W2-W 2-W1)= 1)=W3 gm W4 gm (W3-W 3-W4)= 4)=W5 gm 100*W5/W3 %

Sample

Sample

Flakiness Test of Aggregate ( IS : 2386 Part - 1 ) Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ COARSE AGGREGATE AGGREGATE (40 mm size Graded metal) Road Section at KM ::

Date ::

Sample No::

Weight ::

Size of Aggregate Sno

Passing Through Retained on IS Sieve IS Sieve ( mm) ( mm)

gm

Wt. of the fraction of at least 200 pieces (gm )

Thickness gauge size ( mm )

Wt. of aggregate in each fraction passing thickness gauge (gm)

Remarks

7

1

2

3

4

5

6

1

25

20

100

13.5

100

100

2

20

16

100

10.8

100

100

3

16

12.5

100

8.55

100

100

4

12.5

10

100

6.75

100

100

5

10

6 .3

100

4.89

100

100

999

999

999

999

999

999

999

Total ( gm )

W=

1000

w=

1000 F.L=(100*w/W)=

pc

Data Sheet for Sieve Analysis of Aggregate ( IS : 2386 Part - 1 )

COARSE AGGREGATE (40 mm size Graded metal) Name of Work :: __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ____ __ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ Road Section at KM :: Sample No::

SNo

1 1 2 3 4 5 6 999

I.S. Sieve designation

63 40 20 10 4.75 In 999

2 mm mm mm mm mm mm Pan 999 Total =

Weight of sample retained (gm) 3 100 100 100 100 100 999 gm

Date :: Weight of Sample :: Cumulative Per cent of per cent of weight weight retained retained (%) (%) 4 5

Cumulative per cent of weight passing (%) 6

100 100 100 100 100 999 Over Size=

100 100 100 100 100 999 Under Size=

AEE/

100 100 100 100 100 999 %

DEE/

Permissible Limits As Per MoRT&H Specification

gm

Remarks

TABLE 1000-1

7 100 95 - 100 30 - 70 10 - 35 0-5 200 200 999 999 %

8 100 100 100 100 100 999

SLUMP TEST ( IS:1199) Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

S.No

DESCRIPTION

Notation - Units

Sample

Sa Sample

Sa Sample

Sa Sample

Sa Sample

1

2

3

4

4

4

4

4

1

Item of Work

2

Grade of Concrete

3

Date

4

Location

5

Initial Height of Slump cone ( Concrete mould )

h1 mm

6

Height of Concrete after subsidence

h2 mm

7

SLUMP = Reduction if Heigh of Concrete

8

Remarks

9

Asst. Executive Engineer

10

Dy. Executive Engineer

CEMENT CONCRETE :PCC Grade M15 (40 mm size size Graded metal)

(h2-h1)=S mm

COMPRESSIVE STRENGTH Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ S.No

DESCRIPTION

Units

Sample

Sample

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

4

4

1 2 3 4 5 6 7

Item of Work Grade of Concrete :: Date Location Date of Casting Number of Cubes cast 7 days Compressive strength Test Date Compressive strength of Cube 1 Compressive strength of Cube 2 Compressive strength of Cube 3 Average

8

no

2

N/mm

2

N/mm

2

N/mm

N/mm

2

28 days Compressive strength Test Date Compressive strength of Cube 4 Compressive strength of Cube 5 Compressive strength of Cube 6 Average

9 10 11

CEMENT CONCRETE CONCRETE :PCC Grade M15 (40 mm size Graded metal) metal)

Remarks Asst. Executive Engineer / Dy. Executive Engineer /

2

N/mm

2

N/mm

2

N/mm

N/mm

2

SLUMP TEST ( IS:1199) Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

S.No

DESCRIPTION

Notation - Units

Sample

Sa Sample

Sa Sample

Sa Sample

Sa Sample

1

2

3

4

4

4

4

4

1

Item of Work

2

Grade of Concrete

3

Date

4

Location

5

Initial Height of Slump cone ( Concrete mould )

h1 mm

6

Height of Concrete after subsidence

h2 mm

7

SLUMP = Reduction if Heigh of Concrete

8

Remarks

9

Asst. Executive Engineer

10

Dy. Executive Engineer

CEMENT CONCRETE :PCC Grade M20 (40 mm size size Graded metal)

(h2-h1)=S mm

COMPRESSIVE STRENGTH Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ S.No

DESCRIPTION

Units

Sample

Sample

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

4

4

1 2 3 4 5 6 7

Item of Work Grade of Concrete :: Date Location Date of Casting Number of Cubes cast 7 days Compressive strength Test Date Compressive strength of Cube 1 Compressive strength of Cube 2 Compressive strength of Cube 3 Average

8

no

2

N/mm

2

N/mm

2

N/mm

N/mm

2

28 days Compressive strength Test Date Compressive strength of Cube 4 Compressive strength of Cube 5 Compressive strength of Cube 6 Average

9 10 11

CEMENT CONCRETE CONCRETE :PCC Grade M20 (40 mm size Graded metal) metal)

Remarks Asst. Executive Engineer / Dy. Executive Engineer /

2

N/mm

2

N/mm

2

N/mm

N/mm

2

Data Sheet for Sieve Analysis of Fine Aggregates ( IS : 2386 Part - 1 ) Name of Work ::

Item of Work ::

FINE AGGREGATE / SAND

Road Section at KM :: Sample No::

SNo

I.S. Sieve designation

1

2

1 2 3 4 5 6 7

10.00 mm mm 4.75 mm 2.36 mm 1.18 600 300 150

mm mi micron mi micron mi micron

Date :: Weight of Sample ::

GRADING ZONES AS PER TABLE Cumulative Weight of Per cent of 1000-2 of MoRT&H. per cent of Percentage sample weight weight passing retained retained Grading Grading Grading retained (%) Zone I Zone II Zone III (gm) (%) (%)

3

4

5

6

7

8

9

100

100

100

90 - 10 100

90 - 100

90 - 100

60 - 95 95

75 - 100

85 - 100

30 - 70

55 - 90

75 - 100

15 - 34

35 - 59

60 - 79 79

5 - 20

8 - 30

12 - 40

0 - 10

0 - 10 10

0 - 10 10

Remarks

10

SAND BULK AGE & DELETERIOUS SUBSTANCES Name of Work ::

S.No

DESCRIPTION

Notation - Units

Sample

Sample

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

4

4

1

Item of Work

2

Date

3

Location

4

Initial Volume of Sand

V1 ml

5

Final Volume of Sand in water

V2 ml

6

Bulking of Sand

7

Bulkage (%)

8

Volume of Deleterious Materials

9

Percentage of Deleterious Materials

10

Remarks

11

Asst. Executive Engineer

12

Dy. Executive Engineer

FINE AGGREGATE / SAND

(V1-V2)=V3 ml 100*V3/V2 % V4 ml 100*V4/V2 %

SLUMP TEST ( IS:1199) Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

S.No

DESCRIPTION

Notation - Units

Sample

Sa Sample

Sa Sample

Sa Sample

Sa Sample

1

2

3

4

4

4

4

4

1

Item of Work

2

Grade of Concrete

3

Date

4

Location

5

Initial Height of Slump cone ( Concrete mould )

h1 mm

6

Height of Concrete after subsidence

h2 mm

7

SLUMP = Reduction if Heigh of Concrete

8

Remarks

9

Asst. Executive Engineer

10

Dy. Executive Engineer

CEMENT CONCRETE :RCC Grade M20 (20 mm size Graded metal)

(h2-h1)=S mm

COMPRESSIVE STRENGTH Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ S.No

DESCRIPTION

Units

Sample

Sample

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

4

4

1 2 3 4 5 6 7

Item of Work Grade of Concrete :: Date Location Date of Casting Number of Cubes cast 7 days Compressive strength Test Date Compressive strength of Cube 1 Compressive strength of Cube 2 Compressive strength of Cube 3 Average

8

no

2

N/mm

2

N/mm

2

N/mm

N/mm

2

28 days Compressive strength Test Date Compressive strength of Cube 4 Compressive strength of Cube 5 Compressive strength of Cube 6 Average

9 10 11

CEMENT CONCRETE :RCC Grade M20 (20 mm size Graded metal)

Remarks Asst. Executive Engineer / Dy. Executive Engineer /

2

N/mm

2

N/mm

2

N/mm

N/mm

2

SLUMP TEST ( IS:1199) Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

S.No

DESCRIPTION

Notation - Units

Sample

Sa Sample

Sa Sample

Sa Sample

Sa Sample

1

2

3

4

4

4

4

4

1

Item of Work

2

Grade of Concrete

3

Date

4

Location

5

Initial Height of Slump cone ( Concrete mould )

h1 mm

6

Height of Concrete after subsidence

h2 mm

7

SLUMP = Reduction if Heigh of Concrete

8

Remarks

9

Asst. Executive Engineer

10

Dy. Executive Engineer

CEMENT CONCRETE :RCC Grade M25 (20 mm size Graded metal)

(h2-h1)=S mm

COMPRESSIVE STRENGTH Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ S.No

DESCRIPTION

Units

Sample

Sample

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

4

4

1 2 3 4 5 6 7

Item of Work Grade of Concrete :: Date Location Date of Casting Number of Cubes cast 7 days Compressive strength Test Date Compressive strength of Cube 1 Compressive strength of Cube 2 Compressive strength of Cube 3 Average

8

no

2

N/mm

2

N/mm

2

N/mm

N/mm

2

28 days Compressive strength Test Date Compressive strength of Cube 4 Compressive strength of Cube 5 Compressive strength of Cube 6 Average

9 10 11

CEMENT CONCRETE :RCC Grade M25 (20 mm size Graded metal)

Remarks Asst. Executive Engineer / Dy. Executive Engineer /

2

N/mm

2

N/mm

2

N/mm

N/mm

2

SLUMP TEST ( IS:1199) Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

S.No

DESCRIPTION

Notation - Units

Sample

Sa Sample

Sa Sample

Sa Sample

Sa Sample

1

2

3

4

4

4

4

4

1

Item of Work

2

Grade of Concrete

3

Date

4

Location

5

Initial Height of Slump cone ( Concrete mould )

h1 mm

6

Height of Concrete after subsidence

h2 mm

7

SLUMP = Reduction if Heigh of Concrete

8

Remarks

9

Asst. Executive Engineer

10

Dy. Executive Engineer

CEMENT CONCRETE :RCC Grade M30 (20 mm size Graded metal)

(h2-h1)=S mm

COMPRESSIVE STRENGTH Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ S.No

DESCRIPTION

Units

Sample

Sample

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

4

4

1 2 3 4 5 6 7

Item of Work Grade of Concrete :: Date Location Date of Casting Number of Cubes cast 7 days Compressive strength Test Date Compressive strength of Cube 1 Compressive strength of Cube 2 Compressive strength of Cube 3 Average

8

no

2

N/mm

2

N/mm

2

N/mm

N/mm

2

28 days Compressive strength Test Date Compressive strength of Cube 4 Compressive strength of Cube 5 Compressive strength of Cube 6 Average

9 10 11

CEMENT CONCRETE :RCC Grade M30 (20 mm size Graded metal)

Remarks Asst. Executive Engineer / Dy. Executive Engineer /

2

N/mm

2

N/mm

2

N/mm

N/mm

2

SLUMP TEST ( IS:1199) Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

S.No

DESCRIPTION

Notation - Units

Sample

Sa Sample

Sa Sample

Sa Sample

Sa Sample

1

2

3

4

4

4

4

4

1

Item of Work

2

Grade of Concrete

3

Date

4

Location

5

Initial Height of Slump cone ( Concrete mould )

h1 mm

6

Height of Concrete after subsidence

h2 mm

7

SLUMP = Reduction if Heigh of Concrete

8

Remarks

9

Asst. Executive Engineer

10

Dy. Executive Engineer

CEMENT CONCRETE :RCC/PSC Grade M35 (20 mm size Graded metal)

(h2-h1)=S mm

COMPRESSIVE STRENGTH Name of Work :: ______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _ S.No

DESCRIPTION

Units

Sample

Sample

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

4

4

1 2 3 4 5 6 7

Item of Work Grade of Concrete :: Date Location Date of Casting Number of Cubes cast 7 days Compressive strength Test Date Compressive strength of Cube 1 Compressive strength of Cube 2 Compressive strength of Cube 3 Average

8

no

2

N/mm

2

N/mm

2

N/mm

N/mm

2

28 days Compressive strength Test Date Compressive strength of Cube 4 Compressive strength of Cube 5 Compressive strength of Cube 6 Average

9 10 11

CEMENT CONCRETE :RCC/PSC :RCC/PSC Grade M35 (20 mm size Graded metal)

Remarks Asst. Executive Engineer / Dy. Executive Engineer /

2

N/mm

2

N/mm

2

N/mm

N/mm

2

Venkat Bridge Qc Tables

Short Description

Description

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