venkat bridge qc tables
TRANSCRIPT
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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
(passing 12.5 mm & retaining on 10 mm sieve )
6
2
______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______
______ ______ ______ _
Wt. of Impacted Aggregate
A. I. V.
Remarks
Dy. Executive Engineer/12
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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
each fraction passing
thickness gauge (gm)
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)
COARSE AGGREGATE (20 mm size Graded metal)
Weight ::
Size of Aggregate Wt. of the
fraction of at
least
200 pieces
(gm )
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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 ::
Road Section at KM :: Date ::
Permissible Limits
As Per MoRT&H
Specification
______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____
______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _
100
Sample No:: Weight of Sample ::
100
COARSE AGGREGATE (20 mm size Graded metal)
TABLE 1000-1
2
Road Section at KM :: Date ::
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
( % )
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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
(passing 12.5 mm & retaining on 10 mm sieve )
DESCRIPTION Notation - Units
3
Date
Location
Wt. of Aggregate
(passing 12.5 mm & retaining on 10 mm sieve )
6
2
______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______ _____ _____ _____ ______ ______
______ ______ ______ _
Wt. of Impacted Aggregate
A. I. V.
Remarks
Dy. Executive Engineer/12
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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
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
each fraction passing
thickness gauge (gm)
Elangation Test of Aggregate ( IS : 2386 Part - 1 )
Road Section at KM :: Date ::
COARSE AGGREGATE (40 mm size Graded metal)
______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____
_____ ______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _
RemarksRetained on
IS Sieve
( mm)
COARSE AGGREGATE (40 mm size Graded metal)
Weight ::
Size of Aggregate Wt. of the
fraction of at
least
200 pieces
(gm )
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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 ::
Road Section at KM :: Date ::
Permissible Limits
As Per MoRT&H
Specification
______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____
______ _____ _____ _____ ______ ______ ______ ______ ______ ______ _
100
Sample No:: Weight of Sample ::
100
COARSE AGGREGATE (40 mm size Graded metal)
TABLE 1000-1
2
Road Section at KM :: Date ::
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
( % )
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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 )
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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
28 days Compressive strength
DESCRIPTION Units
LocationDate of Casting
2
Dy. Executive Engineer /
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Asst. Executive Engineer /
Remarks
Number of Cubes cast
Compressive strength of
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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 M20 (40 mm size Graded metal)Item of Work
Date
Height of Concrete after subsidence
Location
DESCRIPTION
Initial Height of Slump cone ( Concrete mould )
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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 M20 (40 mm size Graded metal)
7 days Compressive strength
28 days Compressive strength
DESCRIPTION Units
Location
Date of Casting
2
Dy. Executive Engineer /
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Asst. Executive Engineer /
Remarks
Number of Cubes cast
Compressive strength of
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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
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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
DESCRIPTION Notation - Units
2 3
Date
Final Volume of Sand in water
Dy. Executive Engineer
Asst. Executive Engineer
Percentage of Deleterious Materials
Initial Volume of Sand
SAND BULK AGE & DELETERIOUS SUBSTANCES
Remarks
Bulkage (%)
Volume of Deleterious Materials
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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 :RCC Grade M20 (20 mm size Graded metal)Item of Work
Date
Height of Concrete after subsidence
Location
DESCRIPTION
Initial Height of Slump cone ( Concrete mould )
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Name of Work ::
S.No Sample Sample Sample Sample Sample Sample1 4 4 4 4 4 4
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
Grade of Concrete ::
COMPRESSIVE STRENGTH
______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______
_____ _____ _____ ______ ______ ______ ______ ______ ______ _
CEMENT CONCRETE :RCC Grade M20 (20 mm size Graded metal)
7 days Compressive strength
28 days Compressive strength
DESCRIPTION Units
Location
Date of Casting
2
Dy. Executive Engineer /
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Asst. Executive Engineer /
Remarks
Number of Cubes cast
Compressive strength of
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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 :RCC Grade M25 (20 mm size Graded metal)Item of Work
Date
Height of Concrete after subsidence
Location
DESCRIPTION
Initial Height of Slump cone ( Concrete mould )
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Name of Work ::
S.No Sample Sample Sample Sample Sample Sample1 4 4 4 4 4 4
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
Grade of Concrete ::
COMPRESSIVE STRENGTH
______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______
_____ _____ _____ ______ ______ ______ ______ ______ ______ _
CEMENT CONCRETE :RCC Grade M25 (20 mm size Graded metal)
7 days Compressive strength
28 days Compressive strength
DESCRIPTION Units
Location
Date of Casting
2
Dy. Executive Engineer /
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Asst. Executive Engineer /
Remarks
Number of Cubes cast
Compressive strength of
-
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Name of Work ::
S.No Sample Sample Sample Sample Sample
1 4 4 4 4 4
1
2
3
4
5 h1 mm6 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 :RCC Grade M30 (20 mm size Graded metal)Item of Work
Date
Height of Concrete after subsidence
Location
DESCRIPTION
Initial Height of Slump cone ( Concrete mould )
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Name of Work ::
S.No Sample Sample Sample Sample Sample Sample1 4 4 4 4 4 4
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
Grade of Concrete ::
COMPRESSIVE STRENGTH
______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______
_____ _____ _____ ______ ______ ______ ______ ______ ______ _
CEMENT CONCRETE :RCC Grade M30 (20 mm size Graded metal)
7 days Compressive strength
28 days Compressive strength
DESCRIPTION Units
Location
Date of Casting
2
Dy. Executive Engineer /
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Asst. Executive Engineer /
Remarks
Number of Cubes cast
Compressive strength of
-
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Name of Work ::
S.No Sample Sample Sample Sample Sample
1 4 4 4 4 4
1
2
3
4
5 h1 mm6 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 :RCC/PSC Grade M35 (20 mm size Graded metal)Item of Work
Date
Height of Concrete after subsidence
Location
DESCRIPTION
Initial Height of Slump cone ( Concrete mould )
-
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Name of Work ::
S.No Sample Sample Sample Sample Sample Sample1 4 4 4 4 4 4
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
Grade of Concrete ::
COMPRESSIVE STRENGTH
______ ______ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ ______
_____ _____ _____ ______ ______ ______ ______ ______ ______ _
CEMENT CONCRETE :RCC/PSC Grade M35 (20 mm size Graded metal)
7 days Compressive strength
28 days Compressive strength
DESCRIPTION Units
Location
Date of Casting
2
Dy. Executive Engineer /
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Compressive strength of
Asst. Executive Engineer /
Remarks
Number of Cubes cast
Compressive strength of