FlexiblePavements_QCTables

May 5, 2018 | Author: V Venkata Narayana | Category: Asphalt, Density, Mass Fraction (Chemistry), Weight, Concrete

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FlexiblePavements_QCTables...

Description

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

S.No

DESCRIPTION

Notation - Units

1

2

3

Sample

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

Sample

Sample

Sample

Sample

BITUMINOUS MACADAM (Grading 2)

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

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

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

Dy. Executive Engineer/

DENSITY OF SAND & WEIGHT OF CONE OF SAND. Name of Work :-

_____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

S.No

DESCRIPTION

Notation - Units

Values

Remarks

1

2

3

4

4

BITUMINOUS MACADAM (Grading 2)

1

Item of Work.

2

Date.

3

Weight of Cone + Full of Sand ( 600

4

Weight of Cone + Balance Sand after pouring (On Plain surface/ glass).

5

Weight of SAND in Cone Only.

6

Weight of Cone + Full of Sand ( 600

7

Weight of Cone + Balance Sand after pouring (In to calibrating cylinder)

8

Weight of Sand in Calibrating Cylinder.

9

Internal diameter of CALIBRATING Cylinder.

d cm

10

Internal depth of CALIBRATING Cylinder.

h cm

11

Volume of CALIBRATING Cylinder.

12

Density of SAND.

µ

- 1000 µ).

W1 g m W2 g m (W1-W (W1-W2)= 2)=W3 W3 gm

µ

- 1000 µ)

W4 g m

W4 in finding density of SAMPLE

Must be equal to W1.

W5 g m (W4-W (W4-W5-W 5-W3)= 3)=W6 W6 gm

π/4*d*d*h=V

cc

W6/V = ү gm/cc

cc = cubic centimeter. ү1

in finding density of SAMPLE

DENSITY OF SAND & WEIGHT OF CONE OF SAND. Name of Work :-

_____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

S.No

DESCRIPTION

Notation - Units

Values

Remarks

1

2

3

4

4

BITUMINOUS MACADAM (Grading 2)

1

Item of Work.

2

Date.

3

Weight of Cone + Full of Sand ( 600

4

Weight of Cone + Balance Sand after pouring (On Plain surface/ glass).

5

Weight of SAND in Cone Only.

6

Weight of Cone + Full of Sand ( 600

7

Weight of Cone + Balance Sand after pouring (In to calibrating cylinder)

8

Weight of Sand in Calibrating Cylinder.

9

Internal diameter of CALIBRATING Cylinder.

d cm

10

Internal depth of CALIBRATING Cylinder.

h cm

11

Volume of CALIBRATING Cylinder.

12

Density of SAND.

W1 g m

- 1000 µ).

µ

W2 g m (W1-W (W1-W2)= 2)=W3 W3 gm W4 g m

- 1000 µ)

µ

W4 in finding density of SAMPLE

Must be equal to W1.

W5 g m (W4-W (W4-W5-W 5-W3)= 3)=W6 W6 gm

π/4*d*d*h=V

cc

cc = cubic centimeter.

W6/V = ү gm/cc

IN-SITU DENSITY BY

"SAND REPLACEMENT"

ү1

in finding density of SAMPLE

METHOD

Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

_____ _____ _____ _____ _____ _____ _____ _____ Item of Work :: Density of Sand ү1 ( gm/ cc) ::

Wt. of Cone of Sand W4 (gm) ::

S.No

DESCRIPTION

Notation - Units

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Item of Work. Date. Location. Weight of Cone + Full of Sand 600 µ - 1000 µ). Weight of Cone Cone + Balance Sand after pouring. Weight of Sand in Test Hole + Cone of Sand. Weight of Sand in Cone Only ( Predetermined ). Weight of Sand in Test Hole . Weight of SAMPLE SAMPLE collected from Test Hole. Depth of TEST Hole. Density of Sand ( Predetermined ) Density of SAMPLE ( Weight/ Volume) Moisture content . Dry Density of Sample. Specified Density of SAMPLE. Percentage of COMPACTION. COMPACTION. Remarks.

18 19

Asst. Executive Engineer/ Dy. Executive Engineer/

BITUMINOUS MACADAM (Grading 2)

W1 W2 (W1-W2 (W1-W2)=W )=W3 3 W4 (W3-W4 (W3-W4)=W )=W5 5 W6 h ү1 (W6/W5)*ү1=ү2

gm gm gm gm gm gm mm gm/cc gm/c gm/ccc ω % ү2/(1+ω)=ү3 gm/c gm/ccc ү4 gm/c gm/ccc 100*ү3/ ү4 %

IN-SITU DENSITY BY

"SAND REPLACEMENT"

METHOD

Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

_____ _____ _____ _____ _____ _____ _____ _____ Item of Work :: Density of Sand ү1 ( gm/ cc) ::

Wt. of Cone of Sand W4 (gm) ::

S.No

DESCRIPTION

Notation - Units

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Item of Work. Date. Location. Weight of Cone + Full of Sand 600 µ - 1000 µ). Weight of Cone Cone + Balance Sand after pouring. Weight of Sand in Test Hole + Cone of Sand. Weight of Sand in Cone Only ( Predetermined ). Weight of Sand in Test Hole . Weight of SAMPLE SAMPLE collected from Test Hole. Depth of TEST Hole. Density of Sand ( Predetermined ) Density of SAMPLE ( Weight/ Volume) Moisture content . Dry Density of Sample. Specified Density of SAMPLE. Percentage of COMPACTION. COMPACTION. Remarks.

18 19

Asst. Executive Engineer/ Dy. Executive Engineer/

BITUMINOUS MACADAM (Grading 2)

W1 W2 (W1-W2 (W1-W2)=W )=W3 3 W4 (W3-W4 (W3-W4)=W )=W5 5 W6 h ү1 (W6/W5)*ү1=ү2

gm gm gm gm gm gm mm gm/cc gm/c gm/ccc ω % ү2/(1+ω)=ү3 gm/c gm/ccc ү4 gm/c gm/ccc 100*ү3/ ү4 %

Flakiness Test of Aggregate ( IS : 2386 Part - 1 ) Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ BITUMINOUS MACADAM (Grading 2) 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

20

16

100

10.8

100

100

2

16

12.5

100

8.55

100

100

3

12.5

10

100

6.75

100

100

4

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

Flakiness Test of Aggregate ( IS : 2386 Part - 1 ) Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ BITUMINOUS MACADAM (Grading 2) 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

20

16

100

10.8

100

100

2

16

12.5

100

8.55

100

100

3

12.5

10

100

6.75

100

100

4

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

Elangation Test of Aggregate ( IS : 2386 Part - 1 ) BITUMINOUS MACADAM (Grading 2) 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

20

16

100

32.4

100

100

2

16

12.5

100

25.6

100

100

3

12.5

10

100

20.2

100

100

4

10

6 .3

100

14.7

100

100

999

999

999

999

999

999

999

Total ( gm )

W=

1000

w=

1000

AEE/

E.I. = (100*w/W) =

pc

F.I + E.I=

pc

DEE/

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

BITUMINOUS MACADAM (Grading 2) Name of Work :: ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ Road Section at KM :: Sample No::

SNo

1 1 2 3 4 5 6 7 8 999

I.S. Sieve designation

26.5 19 13.2 4.75 2.36 300 75 In 999

2 mm mm mm mm mm mm mm mm mm micron mi micron Pan 999 Total =

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

100 100 100 100 100 100 100 999 Over Size=

100 100 100 100 100 100 100 999 Under Size=

100 100 100 100 100 100 100 999 %

AEE/

1 1 2 3 4 5 6 7 8 999

26.5 19 13.2 4.75 2.36 300 75 In 999

Permissible Limits As Per MoRT&H Specification

7 100 90 - 100 56 - 88 16 - 36 4 - 19 2 - 10 0-8 200 200 999 999 %

Sample No::

Weight of Sample ::

3

4

5

6

100 100 100 100 100 100

100 100 100 100 100 100 100 999 Over Size=

100 100 100 100 100 100 100 999 %

100 100 100 100 100 100 100 999 Under Size=

AEE/

8 100 100 100 100 100 100 100 999

DEE/

Date ::

100 999 gm

Remarks

TABLE 500-4

Road Section at KM :: 2 mm mm mm mm mm mm mm mm mm micron mi micron Pan 999 Total =

gm

DEE/

7 100 90 - 100 56 - 88 16 - 36 4 - 19 2 - 10 0-8 200 200 999 999 %

gm 8 100 100 100 100 100 100 100 999

IN-SITU DENSITY BY

"SAND REPLACEMENT"

METHOD

Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

_____ _____ _____ _____ _____ _____ _____ _____ Item of Work :: Density of Sand ү1 ( gm/ cc) ::

Wt. of Cone of Sand W4 (gm) ::

S.No

DESCRIPTION

Notation - Units

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Item of Work. Date. Location. Weight of Cone + Full of Sand 600 µ - 1000 µ). Weight of Cone Cone + Balance Sand after pouring. Weight of Sand in Test Hole + Cone of Sand. Weight of Sand in Cone Only ( Predetermined ). Weight of Sand in Test Hole . Weight of SAMPLE SAMPLE collected from Test Hole. Depth of TEST Hole. Density of Sand ( Predetermined ) Density of SAMPLE ( Weight/ Volume) Moisture content . Dry Density of Sample. Specified Density of SAMPLE. Percentage of COMPACTION. COMPACTION. Remarks.

18 19

Asst. Executive Engineer/ Dy. Executive Engineer/

COARSE GRADED GRANULAR SUB-BASE (Grading III )

W1 W2 (W1-W2 (W1-W2)=W )=W3 3 W4 (W3-W4 (W3-W4)=W )=W5 5 W6 h ү1 (W6/W5)*ү1=ү2

gm gm gm gm gm gm mm gm/cc gm/c gm/ccc ω % ү2/(1+ω)=ү3 gm/c gm/ccc ү4 gm/c gm/ccc 100*ү3/ ү4 %

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

COARSE GRADED GRANULAR SUB-BASE (Grading III ) Name of Work :: ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ Road Section at KM :: Sample No::

SNo

1 1 2 3 4 999

I.S. Sieve designation

26.5 4.75 75 In 999

2 mm mm mm mm mi micron Pan 999 Total =

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

100 100 100 999 Over Size=

100 100 100 999 Under Size=

AEE/

100 100 100 999 %

DEE/

Permissible Limits As Per MoRT&H Specification

gm

Remarks

TABLE 400-2

7 100 25 - 45 0 - 10 200 200 999 999 %

8 100 100 100 999

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

COARSE GRADED GRANULAR SUB-BASE (Grading III ) Name of Work :: ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ Road Section at KM :: Sample No::

SNo

1 1 2 3 4 999

I.S. Sieve designation

26.5 4.75 75 In 999

2 mm mm mm mm mi micron Pan 999 Total =

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

100 100 100 999 Over Size=

100 100 100 999 Under Size=

100 100 100 999 %

AEE/

1 1 2 3 4 999

26.5 4.75 75 In 999

Permissible Limits As Per MoRT&H Specification

7 100 25 - 45 0 - 10 200 200 999 999 %

8 100 100 100 999

DEE/

Date ::

Sample No::

Weight of Sample ::

3

4

5

6

100 100 100 999 gm

100 100 100 999 Over Size=

100 100 100 999 %

100 100 100 999 Under Size=

AEE/

Remarks

TABLE 400-2

Road Section at KM :: 2 mm mm mm mm mi micron Pan 999 Total =

gm

DEE/

7 100 25 - 45 0 - 10 200 200 999 999 %

gm 8 100 100 100 999

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

Sample

Sample

Sample

Sample

Sample

CLOSE-GRADED PREMIX / MIXED SEAL SURFACING (Type A)

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

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

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

Dy. Executive Engineer/

Binder Content Test Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ S.No

DESCRIPTION

Notation - Units

1

2

3

   e      l    p    m    a      S

4

1

Item of Work

2

Date

3

Location

4

Weight of BITUMINOUS BITUMIN OUS MIX ( Approx 500 gm.) gm.)

W1 gm

5

Weight of AGGREGATE after Extraction

W2 gm

6

Weight of FILLER on Filter paper

W3 gm

7

Weight of FILLER in Extract

8

Weight of AGGREGATE + FILLER

9

Weight of BITUMEN

(W1-W5)=W6 gm

10

Percentage of BITUMEN

100*W6 / W1 %

11

Specified Percentage of BITUMEN

12

Remarks

13

Asst. Executive Engineer

14

Dy. Executive Engineer

   e      l    p    m    a      S

4

   e      l    p    m    a      S

4

   e      l    p    m    a      S

4

CLOSE-GRADED PREMIX / MIXED SEAL SURFACING (Type A)

W4 gm (W2+W3+W4)=W5 gm

%

   e      l    p    m    a      S

4

Binder Content Test Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ S.No

DESCRIPTION

Notation - Units

1

2

3

   e      l    p    m    a      S

   e      l    p    m    a      S

4

1

Item of Work

2

Date

3

Location

4

Weight of BITUMINOUS BITUMIN OUS MIX ( Approx 500 gm.) gm.)

W1 gm

5

Weight of AGGREGATE after Extraction

W2 gm

6

Weight of FILLER on Filter paper

W3 gm

7

Weight of FILLER in Extract

8

Weight of AGGREGATE + FILLER

9

Weight of BITUMEN

(W1-W5)=W6 gm

10

Percentage of BITUMEN

100*W6 / W1 %

11

Specified Percentage of BITUMEN

12

Remarks

13

Asst. Executive Engineer

14

Dy. Executive Engineer

4

   e      l    p    m    a      S

4

   e      l    p    m    a      S

4

   e      l    p    m    a      S

4

CLOSE-GRADED PREMIX / MIXED SEAL SURFACING (Type A)

W4 gm (W2+W3+W4)=W5 gm

%

Binder Content Test _____ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ___ _ Name of Work :: ____ _____ _____ _____ _____ _____

S.No

DESCRIPTION

Notation - Units

1

2

3

   e      l    p    m    a      S

4

1

Item of Work.

2

Date.

3

Location.

4

Weight of BITUMINOUS MIX ( 150x150 mm carpet etc. )

W1 gm

5

Weight of AGGREGATE after Extraction.

W2 gm

6

Weight of FILLER on Filter Filter paper.

W3 gm

7

Weight of FILLER in Extract.

8

Weight of AGGREGATE + FILLER

9

Weight of BITUMEN.

10

Observed THICKNESS of BT Binder/ Wearing coarse @ site.

D1 mm

11

Specified THICKNESS of BT Binder/ Wearing coarse.

D2 mm

12

Specified WEIGHT of BT Binder/ Wearing coarse per SQM.

W7 gm

13

Weight of BITUMEN Corresponding to thickness D2.

14

Remarks.

15

Asst. Executive Engineer.

16

Dy. Executive Engineer.

   e      l    p    m    a      S

4

   e      l    p    m    a      S

4

CLOSE-GRADED PREMIX / MIXED SEAL SURFACING (Type A)

W4 gm (W2+W3+W4)=W5 gm (W1-W5)=W6 gm

*

gm

   e      l    p    m    a      S

4

Binder Content Test _____ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ____ ___ _ __ ___ _ Name of Work :: ____ _____ _____ _____ _____ _____

S.No

DESCRIPTION

Notation - Units

1

2

3

   e      l    p    m    a      S

4

1

Item of Work.

2

Date.

3

Location.

4

Weight of BITUMINOUS MIX ( 150x150 mm carpet etc. )

W1 gm

5

Weight of AGGREGATE after Extraction.

W2 gm

6

Weight of FILLER on Filter Filter paper.

W3 gm

7

Weight of FILLER in Extract.

8

Weight of AGGREGATE + FILLER

9

Weight of BITUMEN.

10

Observed THICKNESS of BT Binder/ Wearing coarse @ site.

D1 mm

11

Specified THICKNESS of BT Binder/ Wearing coarse.

D2 mm

12

Specified WEIGHT of BT Binder/ Wearing coarse per SQM.

W7 gm

13

Weight of BITUMEN Corresponding to thickness D2.

14

Remarks.

15

Asst. Executive Engineer.

16

Dy. Executive Engineer.

   e      l    p    m    a      S

4

   e      l    p    m    a      S

   e      l    p    m    a      S

4

4

CLOSE-GRADED PREMIX / MIXED SEAL SURFACING (Type A)

W4 gm (W2+W3+W4)=W5 gm (W1-W5)=W6 gm

gm

*

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

CLOSE-GRADED PREMIX / MIXED SEAL SURFACING (Type A) Name of Work :: ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ Road Section at KM :: Sample No::

SNo

1 1 2 3 4 5 999

I.S. Sieve designation

11.2 5.6 2.8 0.09 In 999

2 mm 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 500-26

7 100 52 - 88 14 - 38 0-5 200 200 999 999 %

8 100 100 100 100 999

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

CLOSE-GRADED PREMIX / MIXED SEAL SURFACING (Type A) Name of Work :: ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ Road Section at KM :: Sample No::

SNo

1 1 2 3 4 5 999

I.S. Sieve designation

11.2 5.6 2.8 0.09 In 999

2 mm 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=

100 100 100 100 999 %

AEE/

1 1 2 3 4 5 999

11.2 5.6 2.8 0.09 In 999

Permissible Limits As Per MoRT&H Specification

7 100 52 - 88 14 - 38 0-5 200 200 999 999 %

8 100 100 100 100 999

DEE/

Date ::

Sample No::

Weight of Sample ::

3

4

5

6

100 100 100 100 999 gm

100 100 100 100 999 Over Size=

100 100 100 100 999 %

100 100 100 100 999 Under Size=

AEE/

Remarks

TABLE 500-26

Road Section at KM :: 2 mm mm mm mm mm mm Pan 999 Total =

gm

DEE/

7 100 52 - 88 14 - 38 0-5 200 200 999 999 %

gm 8 100 100 100 100 999

DENSITY OF SAND & WEIGHT OF CONE OF SAND. Name of Work :-

_____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

S.No

DESCRIPTION

Notation - Units

Values

Remarks

1

2

3

4

4

COARSE GRADED GRANULAR SUB-BASE (Grading III )

1

Item of Work.

2

Date.

3

Weight of Cone + Full of Sand ( 600

4

Weight of Cone + Balance Sand after pouring (On Plain surface/ glass).

5

Weight of SAND in Cone Only.

6

Weight of Cone + Full of Sand ( 600

7

Weight of Cone + Balance Sand after pouring (In to calibrating cylinder)

8

Weight of Sand in Calibrating Cylinder.

9

Internal diameter of CALIBRATING Cylinder.

d cm

10

Internal depth of CALIBRATING Cylinder.

h cm

11

Volume of CALIBRATING Cylinder.

12

Density of SAND.

µ

W1 g m

- 1000 µ).

W2 g m (W1-W (W1-W2)= 2)=W3 W3 gm

µ

W4 in finding density of SAMPLE

W4 g m

- 1000 µ)

Must be equal to W1.

W5 g m (W4-W (W4-W5-W 5-W3)= 3)=W6 W6 gm

π/4*d*d*h=V

cc

cc = cubic centimeter.

W6/V = ү gm/cc

ү1

in finding density of SAMPLE

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

S.No

DESCRIPTION

Notation - Units

2

3

1 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

SEMI DENSE BITUMINOUS CONCRETE (Grading (Grading 2)

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

Sample

Sample

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

Sample

Sample

Sample

Sample

Sample

SEMI DENSE BITUMINOUS CONCRETE (Grading (Grading 2)

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

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

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

Dy. Executive Engineer/

Binder Content Test Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ S.No

DESCRIPTION

Notation - Units

1

2

3

   e      l    p    m    a      S

4

1

Item of Work

2

Date

3

Location

4

Weight of BITUMINOUS BITUMIN OUS MIX ( Approx 500 gm.) gm.)

W1 gm

5

Weight of AGGREGATE after Extraction

W2 gm

6

Weight of FILLER on Filter paper

W3 gm

7

Weight of FILLER in Extract

8

Weight of AGGREGATE + FILLER

9

Weight of BITUMEN

(W1-W5)=W6 gm

10

Percentage of BITUMEN

100*W6 / W1 %

11

Specified Percentage of BITUMEN

12

Remarks

13

Asst. Executive Engineer

14

Dy. Executive Engineer

   e      l    p    m    a      S

4

   e      l    p    m    a      S

4

SEMI DENSE BITUMINOUS CONCRETE (Grading (Grading 2)

W4 gm (W2+W3+W4)=W5 gm

%

   e      l    p    m    a      S

4

   e      l    p    m    a      S

4

Binder Content Test Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ S.No

DESCRIPTION

Notation - Units

1

2

3

   e      l    p    m    a      S

4

1

Item of Work

2

Date

3

Location

4

Weight of BITUMINOUS BITUMIN OUS MIX ( Approx 500 gm.) gm.)

W1 gm

5

Weight of AGGREGATE after Extraction

W2 gm

6

Weight of FILLER on Filter paper

W3 gm

7

Weight of FILLER in Extract

8

Weight of AGGREGATE + FILLER

9

Weight of BITUMEN

(W1-W5)=W6 gm

10

Percentage of BITUMEN

100*W6 / W1 %

11

Specified Percentage of BITUMEN

12

Remarks

13

Asst. Executive Engineer

14

Dy. Executive Engineer

   e      l    p    m    a      S

   e      l    p    m    a      S

4

   e      l    p    m    a      S

4

4

   e      l    p    m    a      S

4

SEMI DENSE BITUMINOUS CONCRETE (Grading (Grading 2)

IN-SITU DENSITY BY

W4 gm (W2+W3+W4)=W5 gm

%

"SAND REPLACEMENT"

METHOD

Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

_____ _____ _____ _____ _____ _____ _____ _____ Item of Work :: Density of Sand ү1 ( gm/ cc) ::

Wt. of Cone of Sand W4 (gm) ::

S.No

DESCRIPTION

Notation - Units

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Item of Work. Date. Location. Weight of Cone + Full of Sand 600 µ - 1000 µ). Weight of Cone Cone + Balance Sand after pouring. Weight of Sand in Test Hole + Cone of Sand. Weight of Sand in Cone Only ( Predetermined ). Weight of Sand in Test Hole . Weight of SAMPLE SAMPLE collected from Test Hole. Depth of TEST Hole. Density of Sand ( Predetermined ) Density of SAMPLE ( Weight/ Volume) Moisture content . Dry Density of Sample. Specified Density of SAMPLE. Percentage of COMPACTION. COMPACTION. Remarks.

18 19

Asst. Executive Engineer/ Dy. Executive Engineer/

SEMI DENSE BITUMINOUS CONCRETE (Grading 2)

W1 W2 (W1-W2 (W1-W2)=W )=W3 3 W4 (W3-W4 (W3-W4)=W )=W5 5 W6 h ү1 (W6/W5)*ү1=ү2

gm gm gm gm gm gm mm gm/cc gm/c gm/ccc ω % ү2/(1+ω)=ү3 gm/c gm/ccc ү4 gm/c gm/ccc 100*ү3/ ү4 %

IN-SITU DENSITY BY

"SAND REPLACEMENT"

METHOD

Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

_____ _____ _____ _____ _____ _____ _____ _____ Item of Work :: Density of Sand ү1 ( gm/ cc) ::

Wt. of Cone of Sand W4 (gm) ::

S.No

DESCRIPTION

Notation - Units

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Item of Work. Date. Location. Weight of Cone + Full of Sand 600 µ - 1000 µ). Weight of Cone Cone + Balance Sand after pouring. Weight of Sand in Test Hole + Cone of Sand. Weight of Sand in Cone Only ( Predetermined ). Weight of Sand in Test Hole . Weight of SAMPLE SAMPLE collected from Test Hole. Depth of TEST Hole. Density of Sand ( Predetermined ) Density of SAMPLE ( Weight/ Volume) Moisture content . Dry Density of Sample. Specified Density of SAMPLE. Percentage of COMPACTION. COMPACTION. Remarks.

18 19

Asst. Executive Engineer/ Dy. Executive Engineer/

SEMI DENSE BITUMINOUS CONCRETE (Grading 2)

W1 W2 (W1-W2 (W1-W2)=W )=W3 3 W4 (W3-W4 (W3-W4)=W )=W5 5 W6 h ү1 (W6/W5)*ү1=ү2

gm gm gm gm gm gm mm gm/cc gm/c gm/ccc ω % ү2/(1+ω)=ү3 gm/c gm/ccc ү4 gm/c gm/ccc 100*ү3/ ү4 %

Flakiness Test of Aggregate ( IS : 2386 Part - 1 ) Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ SEMI DENSE BITUMINOUS CONCRETE CONCRETE (Grading 2) 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

12.5

10

100

6.75

100

100

2

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

Flakiness Test of Aggregate ( IS : 2386 Part - 1 ) Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ SEMI DENSE BITUMINOUS CONCRETE CONCRETE (Grading 2) 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

12.5

10

100

6.75

100

100

2

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

Elangation Test of Aggregate ( IS : 2386 Part - 1 ) SEMI DENSE BITUMINOUS CONCRETE CONCRETE (Grading 2) 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

12.5

10

100

20.2

100

100

2

10

6 .3

100

14.7

100

100

999

999

999

999

999

999

999

Total ( gm )

W=

1000

w=

1000

AEE/

E.I. = (100*w/W) =

pc

F.I + E.I=

pc

DEE/

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

SEMI DENSE BITUMINOUS CONCRETE (Grading 2) Name of Work :: ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ Road Section at KM :: Sample No::

SNo

1 1 2 3 4 5 6 7 8 999

I.S. Sieve designation

13.2 9.5 4.75 2.36 1.18 0.3 75 In 999

2 mm mm mm mm mm mm mm mm mm mm mi micron Pan 999 Total =

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

100 100 100 100 100 100 100 999 Over Size=

100 100 100 100 100 100 100 999 Under Size=

100 100 100 100 100 100 100 999 %

AEE/

1 1 2 3 4 5 6 7 8 999

13.2 9.5 4.75 2.36 1.18 0.3 75 In 999

Permissible Limits As Per MoRT&H Specification

7 100 90 - 100 35 - 51 24 - 39 15 - 30 9 - 19 3-8 200 200 999 999 %

Sample No::

Weight of Sample ::

3

4

5

6

100 100 100 100 100 100

100 100 100 100 100 100 100 999 Over Size=

100 100 100 100 100 100 100 999 %

100 100 100 100 100 100 100 999 Under Size=

AEE/

8 100 100 100 100 100 100 100 999

DEE/

Date ::

100 999 gm

Remarks

TABLE 500-15

Road Section at KM :: 2 mm mm mm mm mm mm mm mm mm mm mi micron Pan 999 Total =

gm

DEE/

7 100 90 - 100 35 - 51 24 - 39 15 - 30 9 - 19 3-8 200 200 999 999 %

gm 8 100 100 100 100 100 100 100 999

DENSITY OF SAND & WEIGHT OF CONE OF SAND. Name of Work :-

_____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

S.No

DESCRIPTION

Notation - Units

Values

Remarks

1

2

3

4

4

SEMI DENSE BITUMINOUS CONCRETE (Grading 2)

1

Item of Work.

2

Date.

3

Weight of Cone + Full of Sand ( 600

4

Weight of Cone + Balance Sand after pouring (On Plain surface/ glass).

5

Weight of SAND in Cone Only.

6

Weight of Cone + Full of Sand ( 600

7

Weight of Cone + Balance Sand after pouring (In to calibrating cylinder)

8

Weight of Sand in Calibrating Cylinder.

9

Internal diameter of CALIBRATING Cylinder.

d cm

10

Internal depth of CALIBRATING Cylinder.

h cm

11

Volume of CALIBRATING Cylinder.

12

Density of SAND.

µ

W1 g m

- 1000 µ).

W2 g m (W1-W (W1-W2)= 2)=W3 W3 gm

µ

W4 in finding density of SAMPLE

W4 g m

- 1000 µ)

Must be equal to W1.

W5 g m (W4-W (W4-W5-W 5-W3)= 3)=W6 W6 gm

π/4*d*d*h=V

cc

cc = cubic centimeter.

W6/V = ү gm/cc

ү1

in finding density of SAMPLE

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

S.No

DESCRIPTION

Notation - Units

2

3

1 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/

WET MIX MACADAM

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

Sample

Sample

Sample

Sample

Sample

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

Sample

Sample

Sample

Sample

Sample

WET MIX MACADAM

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

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

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

Dy. Executive Engineer/

IN-SITU DENSITY BY

"SAND REPLACEMENT"

METHOD

Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

_____ _____ _____ _____ _____ _____ _____ _____ Item of Work :: Density of Sand ү1 ( gm/ cc) ::

Wt. of Cone of Sand W4 (gm) ::

S.No

DESCRIPTION

Notation - Units

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Item of Work. Date. Location. Weight of Cone + Full of Sand 600 µ - 1000 µ). Weight of Cone Cone + Balance Sand after pouring. Weight of Sand in Test Hole + Cone of Sand. Weight of Sand in Cone Only ( Predetermined ). Weight of Sand in Test Hole . Weight of SAMPLE SAMPLE collected from Test Hole. Depth of TEST Hole. Density of Sand ( Predetermined ) Density of SAMPLE ( Weight/ Volume) Moisture content . Dry Density of Sample. Specified Density of SAMPLE. Percentage of COMPACTION. COMPACTION. Remarks.

18 19

Asst. Executive Engineer/ Dy. Executive Engineer/

WET MIX MACADAM

W1 W2 (W1-W2 (W1-W2)=W )=W3 3 W4 (W3-W4 (W3-W4)=W )=W5 5 W6 h ү1 (W6/W5)*ү1=ү2

gm gm gm gm gm gm mm gm/cc gm/c gm/ccc ω % ү2/(1+ω)=ү3 gm/c gm/ccc ү4 gm/c gm/ccc 100*ү3/ ү4 %

IN-SITU DENSITY BY

"SAND REPLACEMENT"

METHOD

Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____

_____ _____ _____ _____ _____ _____ _____ _____ Item of Work :: Density of Sand ү1 ( gm/ cc) ::

Wt. of Cone of Sand W4 (gm) ::

S.No

DESCRIPTION

Notation - Units

Sample

Sample

Sample

Sample

1

2

3

4

4

4

4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Item of Work. Date. Location. Weight of Cone + Full of Sand 600 µ - 1000 µ). Weight of Cone Cone + Balance Sand after pouring. Weight of Sand in Test Hole + Cone of Sand. Weight of Sand in Cone Only ( Predetermined ). Weight of Sand in Test Hole . Weight of SAMPLE SAMPLE collected from Test Hole. Depth of TEST Hole. Density of Sand ( Predetermined ) Density of SAMPLE ( Weight/ Volume) Moisture content . Dry Density of Sample. Specified Density of SAMPLE. Percentage of COMPACTION. COMPACTION. Remarks.

18 19

Asst. Executive Engineer/ Dy. Executive Engineer/

WET MIX MACADAM

W1 W2 (W1-W2 (W1-W2)=W )=W3 3 W4 (W3-W4 (W3-W4)=W )=W5 5 W6 h ү1 (W6/W5)*ү1=ү2

gm gm gm gm gm gm mm gm/cc gm/c gm/ccc ω % ү2/(1+ω)=ү3 gm/c gm/ccc ү4 gm/c gm/ccc 100*ү3/ ү4 %

Flakiness Test of Aggregate ( IS : 2386 Part - 1 ) Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ WET MIX MACADAM 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

50

40

100

27

100

100

2

40

31.5

100

19.5

100

100

3

31.5

25

100

16.95

100

100

4

25

20

100

13.5

100

100

5

20

16

100

10.8

100

100

6

16

12.5

100

8.55

100

100

7

12.5

10

100

6.75

100

100

8

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

Flakiness Test of Aggregate ( IS : 2386 Part - 1 ) Name of Work :: _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ WET MIX MACADAM 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

50

40

100

27

100

100

2

40

31.5

100

19.5

100

100

3

31.5

25

100

16.95

100

100

4

25

20

100

13.5

100

100

5

20

16

100

10.8

100

100

6

16

12.5

100

8.55

100

100

7

12.5

10

100

6.75

100

100

8

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

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

50

40

100

81

100

100

2

40

25

100

58.5

100

100

3

25

20

100

40.5

100

100

4

20

16

100

32.4

100

100

5

16

12.5

100

25.6

100

100

6

12.5

10

100

20.2

100

100

7

10

6 .3

100

14.7

100

100

999

999

999

999

999

999

999

Total ( gm )

W=

1000

w=

1000

AEE/

E.I. = (100*w/W) =

pc

F.I + E.I=

pc

DEE/

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

Name of Work :: ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ __ ___ ___ __ ____ ___ _ ___ ___ __ __ ____ ___ _ ___ ___ __ __ ___ ___ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ Road Section at KM :: Sample No::

SNo

1 1 2 3 4 5 6 7 8 9 999

I.S. Sieve designation

53 45 22.4 11.2 4.75 2.36 600 75 In 999

2 mm mm mm mm mm mm mm mm mm mm micron mi micron Pan 999 Total =

Weight of sample retained (gm) 3

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

100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 999 999 gm Over Size=

100 100 100 100 100 100 100 100 999 %

AEE/

1 1 2 3 4 5 6 7 8 9 999

53 45 22.4 11.2 4.75 2.36 600 75 In 999

Cumulative per cent of weight passing (%) 6 100 100 100 100 100 100 100 100 999 Under Size=

Permissible Limits As Per MoRT&H Specification

7 100 95 - 100 60 - 80 40 - 60 25 - 40 15 - 30 8 - 22 0-8 200 200 999 999 %

Sample No::

Weight of Sample ::

3

4

5

6

100 100 100 100 100 100

100

100 100 100 100 100 100 100 100 999

100

100 100 100 100

100 100 999

100 100 999

gm Over Size=

AEE/

8 100 100 100 100 100 100 100 100 999

DEE/

Date ::

100

Remarks

TABLE 400-11

Road Section at KM :: 2 mm mm mm mm mm mm mm mm mm mm micron mi micron Pan 999 Total =

gm

100 100 100 100 100 100 100 999

%

Under Size=

DEE/

7 100 95 - 100 60 - 80 40 - 60 25 - 40 15 - 30 8 - 22 0-8 200 200 999 999 %

gm 8 100 100 100 100 100 100 100 100 999

FlexiblePavements_QCTables

Short Description

Description

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