Venkat Bridge Qc Tables

7/30/2019 Venkat Bridge Qc Tables

1/20

Name of Work ::

S.NoSample Sample Sample Sample Sample

1

1

2

34 W1 gm

W2 gm

(W2-W1)=W3 gm

7 W4 gm

8 (W3-W4)=W5 gm

9 100*W5/W3 %

10

Weight of Empty Measuring cup

COARSE AGGREGATE (20 mm size Graded metal)Item of Work

Wt. of Fines (passing 2.36 mm sieve )

Aggregate Impact Value [ IS : 2386 (Part-4)]

11 Asst. Executive Engineer /

5 Wt. of Empty measuring cup + Wt. of Aggregate

(passing 12.5 mm & retaining on 10 mm sieve )

DESCRIPTION Notation - Units

3

Date

Location

Wt. of Aggregate


6

2

______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______

______ ______ ______ _

Wt. of Impacted Aggregate

A. I. V.

Remarks

Dy. Executive Engineer/12


2/20

gm

1 2 3 4 5 6 7

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

gm

1 2 3 4 5 6 7

1 50 40 100 81 100 100

2 40 25 100 58.5 100 100

3 25 20 100 40 5 100 100

RemarksPassing Through

IS Sieve

( mm)

Retained on

IS Sieve

( mm)

Sample No:: Weight ::

Sno

Wt. of aggregate in

each fraction passing

thickness gauge (gm)

Size of Aggregate Wt. of the

fraction of at

least

200 pieces(gm )

Thickness

gauge

size

( mm )

Flakiness Test of Aggregate ( IS : 2386 Part - 1 )

Name of Work ::

Thickness

gauge

size

( mm )

Road Section at KM :: Date ::Sample No::

SnoPassing Through

IS Sieve

( mm)

Wt. of aggregate in



Elangation Test of Aggregate ( IS : 2386 Part - 1 )

Road Section at KM :: Date ::

COARSE AGGREGATE (20 mm size Graded metal)

______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____

_____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

RemarksRetained on

IS Sieve

( mm)


Weight ::


fraction of at

least

200 pieces

(gm )


3/20

gm

1 3 4 5 6 81 40 mm

2 20 mm 100 100 100 100 95 - 100 100

3 10 mm 100 100 100 100 25 - 55 100

4 4.75 mm 100 100 100 100 0 - 10 100

5 In Pan 100 100 100 100 200 200 100

999 999 999 999 999 999 999 999 999 999

Total = gm Over Size= % Under Size= %

AEE/ DEE/

gm

1 3 4 5 6 81 40 mm

2 20 mm 100 100 100 100 95 - 100 100

3 10 mm 100 100 100 100 25 - 55 100

4 4.75 mm 100 100 100 100 0 - 10 100

5 In Pan 100 100 100 100 200 200 100

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

Name of Work ::


Permissible Limits

As Per MoRT&H

Specification

______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____

______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

100

Sample No:: Weight of Sample ::

100


TABLE 1000-1

2


Per cent of

weight

retained

( % )

SNo

I.S. Sieve

designation

7

Remarks

Weight of Sample ::Sample No::

2 7

Weight of

sample

retained

(gm)

Cumulative

per cent of

weight

retained

( % )

Cumulative

per cent of

weight

passing

( % )


4/20

Name of Work ::

S.NoSample Sample Sample Sample Sample

1

1

2

34 W1 gm

W2 gm

(W2-W1)=W3 gm

7 W4 gm

8 (W3-W4)=W5 gm

9 100*W5/W3 %

10

Weight of Empty Measuring cup

COARSE AGGREGATE (40 mm size Graded metal)Item of Work

Wt. of Fines (passing 2.36 mm sieve )

Aggregate Impact Value [ IS : 2386 (Part-4)]

11 Asst. Executive Engineer /

5 Wt. of Empty measuring cup + Wt. of Aggregate



3

Date

Location

Wt. of Aggregate


6

2

______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______

______ ______ ______ _

Wt. of Impacted Aggregate

A. I. V.

Remarks

Dy. Executive Engineer/12


5/20

gm

1 2 3 4 5 6 7

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

gm

1 2 3 4 5 6 7

1 25 20 100 40.5 100 100

2 20 16 100 32.4 100 100

3 16 12 5 100 25 6 100 100

RemarksPassing Through

IS Sieve

( mm)

Retained on

IS Sieve

( mm)

Sample No:: Weight ::

Sno

Wt. of aggregate in




fraction of at

least

200 pieces(gm )

Thickness

gauge

size

( mm )

Flakiness Test of Aggregate ( IS : 2386 Part - 1 )

Name of Work ::

Thickness

gauge

size

( mm )


Sample No::

SnoPassing Through

IS Sieve

( mm)

Wt. of aggregate in



Elangation Test of Aggregate ( IS : 2386 Part - 1 )



______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____

_____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

RemarksRetained on

IS Sieve

( mm)


Weight ::


fraction of at

least

200 pieces

(gm )


6/20

gm

1 3 4 5 6 81 63 mm

2 40 mm 100 100 100 100 95 - 100 100

3 20 mm 100 100 100 100 30 - 70 100

4 10 mm 100 100 100 100 10 - 35 100

5 4.75 mm 100 100 100 100 0 - 5 100

6 In Pan 100 100 100 100 200 200 100

999 999 999 999 999 999 999 999 999 999Total = gm Over Size= % Under Size= %

AEE/ DEE/

gm

1 3 4 5 6 81 63 mm

2 40 mm 100 100 100 100 95 - 100 100

3 20 mm 100 100 100 100 30 - 70 100

4 10 mm 100 100 100 100 10 - 35 100

5 4.75 mm 100 100 100 100 0 - 5 100

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

Name of Work ::


Permissible Limits

As Per MoRT&H

Specification

______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____

______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _

100

Sample No:: Weight of Sample ::

100


TABLE 1000-1

2


Per cent of

weight

retained

( % )

SNo

I.S. Sieve

designation

7

Remarks

Weight of Sample ::Sample No::

2 7

Weight of

sample

retained

(gm)

Cumulative

per cent of

weight

retained

( % )

Cumulative

per cent of

weight

passing

( % )


7/20

Name of Work ::

S.No Sample Sample Sample Sample Sample

1 4 4 4 4 4

1

2

3

4

5 h1 mm

6 h2 mm

7 (h2-h1)=S mm

8

9

10 Dy. Executive Engineer

Remarks

SLUMP = Reduction if Heigh of Concrete

______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____

_____ ______ ______ ______ ______ ______ ______ _

SLUMP TEST ( IS:1199)

Asst. Executive Engineer

2 3

Grade of Concrete

Notation - Units

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

Date

Height of Concrete after subsidence

Location

DESCRIPTION

Initial Height of Slump cone ( Concrete mould )


8/20

Name of Work ::

S.No Sample Sample Sample Sample Sample Sample1 4 4 4 4 4 4

1

2

3

45

6 no

7

Test Date

Cube 1 N/mm2

Cube 2 N/mm2

Cube 3 N/mm2

Average N/mm2

8

Test Date

Cube 4 N/mm2

Cube 5 N/mm2

Cube 6 N/mm2

Average N/mm2

9

10

11

3

Date

Item of Work

Grade of Concrete ::

COMPRESSIVE STRENGTH

______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______

_____ _____ _____ ______ ______ ______ ______ ______ ______ _

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

7 days Compressive strength


DESCRIPTION Units

LocationDate of Casting

2

Dy. Executive Engineer /

Compressive strength of





Asst. Executive Engineer /

Remarks

Number of Cubes cast



9/20

Name of Work ::


1 4 4 4 4 4

1

2

3

4

5 h1 mm

6 h2 mm

7 (h2-h1)=S mm

8

9


Remarks


______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____

_____ ______ ______ ______ ______ ______ ______ _



2 3

Grade of Concrete

Notation - Units

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

Date


Location

DESCRIPTION



10/20

Name of Work ::


1

2

3

45

6 no

7

Test Date

Cube 1 N/mm2

Cube 2 N/mm2

Cube 3 N/mm2

Average N/mm2

8

Test Date

Cube 4 N/mm2

Cube 5 N/mm2

Cube 6 N/mm2

Average N/mm2

9

10

11

3

Date

Item of Work



______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______

_____ _____ _____ ______ ______ ______ ______ ______ ______ _

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



DESCRIPTION Units

Location

Date of Casting

2








Remarks




11/20

1 3 4 5 6 10

1 10.00 mm

2 4.75 mm 90 - 100 90 - 100 90 - 1003 2.36 mm 60 - 95 75 - 100 85 - 100

4 1.18 mm 30 - 70 55 - 90 75 - 100

5 600 micron 15 - 34 35 - 59 60 - 79

6 300 micron 5 - 20 8 - 30 12 - 40

7 150 micron 0 - 10 0 - 10 0 - 10

1 3 4 5 6 10

1 10.00 mm

2 4.75 mm 90 - 100 90 - 100 90 - 100

2

100 100

7 8

100

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

Sample No::

Road Section at KM ::

Name of Work ::

Date ::

Weight of Sample ::

Item of Work :: FINE AGGREGATE / SAND

SNoI.S. Sieve

designation

Weight of

sample

retained

(gm)

Per cent of

weight

retained

( % )

Cumulativeper cent of

weight

retained

( % )

Percentage

passing

( % )

Remarks

GRADING ZONES AS PER TABLE1000-2 of MoRT&H.

Grading

Zone I

Grading

Zone II

Grading

Zone III

2 987

100100100

Total of Col.(4)::

Falling Zone ::________Fineness Modulus :: Remarks ::

Road Section at KM ::

Sample No::

AEE/ Dy.EE/

Date ::

Weight of Sample ::

9


12/20

Name of Work ::

S.No Sample Sample Sample Sample Sample Sample

1 4 4 4 4 4 4

1

2

3

4 V1 ml

5 V2 ml

6 (V1-V2)=V3 ml

7 100*V3/V2 %

8 V4 ml

9 100*V4/V2 %

10

11

12

Bulking of Sand

Location

Item of Work FINE AGGREGATE / SAND


2 3

Date

Final Volume of Sand in water

Dy. Executive Engineer


Percentage of Deleterious Materials

Initial Volume of Sand

SAND BULK AGE & DELETERIOUS SUBSTANCES

Remarks

Bulkage (%)

Volume of Deleterious Materials


13/20

Name of Work ::


1 4 4 4 4 4

1

2

3

4

5 h1 mm

6 h2 mm

7 (h2-h1)=S mm

8

9


Remarks


______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____

_____ ______ ______ ______ ______ ______ ______ _



2 3

Grade of Concrete

Notation - Units

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

Date


Location

DESCRIPTION



14/20

Name of Work ::


1

2

3

4

5

6 no

7

Test Date

Cube 1 N/mm2

Cube 2 N/mm2

Cube 3 N/mm2

Average N/mm2

8

Test Date

Cube 4 N/mm2

Cube 5 N/mm2

Cube 6 N/mm2

Average N/mm2

9

10

11

3

Date

Item of Work



______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______

_____ _____ _____ ______ ______ ______ ______ ______ ______ _

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



DESCRIPTION Units

Location

Date of Casting

2








Remarks




15/20

Name of Work ::


1 4 4 4 4 4

1

2

3

4

5 h1 mm

6 h2 mm

7 (h2-h1)=S mm

8

9


Remarks


______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____

_____ ______ ______ ______ ______ ______ ______ _



2 3

Grade of Concrete

Notation - Units


Date


Location

DESCRIPTION



16/20

Name of Work ::


1

2

3

4

5

6 no

7

Test Date

Cube 1 N/mm2

Cube 2 N/mm2

Cube 3 N/mm2

Average N/mm2

8

Test Date

Cube 4 N/mm2

Cube 5 N/mm2

Cube 6 N/mm2

Average N/mm2

9

10

11

3

Date

Item of Work



______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______

_____ _____ _____ ______ ______ ______ ______ ______ ______ _




DESCRIPTION Units

Location

Date of Casting

2








Remarks




17/20

Name of Work ::


1 4 4 4 4 4

1

2

3

4

5 h1 mm6 h2 mm

7 (h2-h1)=S mm

8

9


Remarks


______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____

_____ ______ ______ ______ ______ ______ ______ _



2 3

Grade of Concrete

Notation - Units


Date


Location

DESCRIPTION



18/20

Name of Work ::


1

2

3

4

5

6 no

7

Test Date

Cube 1 N/mm2

Cube 2 N/mm2

Cube 3 N/mm2

Average N/mm2

8

Test Date

Cube 4 N/mm2

Cube 5 N/mm2

Cube 6 N/mm2

Average N/mm2

9

10

11

3

Date

Item of Work



______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______

_____ _____ _____ ______ ______ ______ ______ ______ ______ _




DESCRIPTION Units

Location

Date of Casting

2








Remarks




19/20

Name of Work ::


1 4 4 4 4 4

1

2

3

4

5 h1 mm6 h2 mm

7 (h2-h1)=S mm

8

9


Remarks


______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____

_____ ______ ______ ______ ______ ______ ______ _



2 3

Grade of Concrete

Notation - Units

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

Date


Location

DESCRIPTION



20/20

Name of Work ::


1

2

3

4

5

6 no

7

Test Date

Cube 1 N/mm2

Cube 2 N/mm2

Cube 3 N/mm2

Average N/mm2

8

Test Date

Cube 4 N/mm2

Cube 5 N/mm2

Cube 6 N/mm2

Average N/mm2

9

10

11

3

Date

Item of Work



______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______

_____ _____ _____ ______ ______ ______ ______ ______ ______ _

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



DESCRIPTION Units

Location

Date of Casting

2








Remarks



Venkat Bridge Qc Tables

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