Brid

ge

Lj

Cj

Cj

TjTjTjTjTjTjTjTj Tj

Cj Ej

Brid

ge

/ C

ulve

rt

Ap

pro

ach

S

la

b

AB

TS1

35001500

BE

75

0

18

75

37

50

(C

arria

ge

wa

y)

Fle

xib

le

o

r E

arth

en

P

ave

me

nt

Flexible OR

Earthen Pavement

TYPICAL PLAN OF PAVEMENT

4500

1000

Project :-

SHEET NO.

01

GENERAL ARRANGEMENT DRAWING

TYPICAL PLAN OF PLAIN

CONCRETE PAVEMENT,

DETAILS OF TRANSITION SLAB

& X-SECTION OF PAVEMENT

E

B

A

R

P

L

A

H

C

A

N

U

R

A

UP

S

E

D

HN

T

K

R

O

W

C

I

L

P

A

E

DS

T

R

M

OFFICE OF THE CHIEF ENGINEER

SID & P , PWD,AP, ITANAGAR

ARUNACHAL PRADESH.

STANDARD WORKING DRAWING FOR JOINTED

PLAIN CONCRETE PAVEMENT(Without foot path)

This drawing is the property of CE(SID & P) AP, PWD

and shall not be reproduced

without permission of CE(SID & P),AP,PWD, Itanagar.

9000

℄ of Pavement

PVC Sheet 125 micron thick transparent

or white in colour laid flat with minimum creases

Lj

3500 1000 900

CROSS SECTION OF PAVEMENT

(SECTION A-A)

160

100

(PQC) M35

Slope 2.5%

Cj

D.L.C

M20

Slope 2.5%

Existing Pavement

300

600

35001000900

PQC M35

Slope 2.5%

Cj

D.L.C

M20

Slope 2.5%

Existing Pavement

300

600

A

A

DATE

SCALE

DRAWN BY

APPROVED

CHECKED BY

DESIGNED BY

REV : 1

SHEET TITTLEV.V.Prathapan

GENERAL NOTES:

1. The DLC shall have 7 days compressive strength of 10 MPa.

The mix design shall be done as per IRC - 44-2008

2. The mix design for concrete grade M35 for the pavement shall be

carried out as per IRC-44-2008.

No nominal proportioning shall be adopted.

3. The DLC shall have smooth surface for laying the concrete pavement.

PVC sheet of 125 micron thick transparent or white in colour may be laid

in flat with minimum creases as separation layer between DLC and PQC.

4. MC 250 shall be used as form works for the PQC confining the length of

pavement being laid in stretch.

5. The concrete shall be mix in batching plant and compacted using vibratory

roller as per IRC - SP - 68-2005 or by using screed vibratory compactor as

approved by Engineer-in-charge.

6. The following specifications should be referred by Engineer-in-charge.

for detail specification:

a). IRC - 15 - 2011

b). IRC - SP - 68 - 2005

c). IRC - 44 -2008

d). IRC - 58 - 2011

e). MORTH specification for Road and Bridge works.

7. Grade of concrete in Foothpath = M20

8. For details of Rubberised Bitumen Sealant, authorised manufacturer

may be referred.

9. All dimesions are in MM unless noted

ABBREVATIONS:

Lj. Longitudinl joint

Ej. Expansion joint

Cj. Construction joint

Tj. Transverse joint

TS1. Terminal slab

TS2. Transition slab

PQC. Pavement quality concrete

DLC. Dry lean concrete

AB. Anchor beam

BE. Beamed edge

Tj

TS2

4000

ShoulderShoulder

75

0

18

75

1000

Shoulder

Shoulder

Shoulder

Shoulder

Sub Base 250

WBM-II 150

WBM-III 75

black toping 25mm

PQC

DLC

PVC Sheet 125 micron thick transparent

or white in colour laid flat with minimum creases

PQC

DLC

8mm dia deformed bar @150mm c/c

DLC Layer

RIGID PAVEMENT

TRANSITION SLAB(4000mm)

FLEXIBLE PAVEMENT

Plastic sleeve

Sealing groove to be filled by polysulphide

or silicone sealing compound

Expansion joint

Stepped PQC slab

TYPICAL DETAILS OF TRANSITION SLAB (TS2)

16

01

00

Note :-

The WBM layers are assumed

thickness.The matching slope shall

be provided as per actual thickness

of flexible pavement at site.

Drg.No.CEAP(SID&P)/DGN-1/R&B-SP/PQC-160/C.Way-3.75m/2014-15/01

NTS

Er.Johney Darang (AE)

Er.Atop Lego 09/12/2014

NOTE :-

If the Pavement width is less than 5.00m, no Lj is required.

4500

4500

7000 10001000

Pavement Quality concrete (PQC)

Pavement Quality concrete (PQC)

PLAN OF PAVEMENT

℄ of Pavement

Slope 2.5%Slope 2.5%

Slope 2.5%Slope 2.5%

9000

12# Tie bars @ 700mm c/c

650

70

0

300

300

500

500

300300

50

0

50

0

20# Dowel bars @ 300mm c/c

300300

50

0

50

0

SHEET NO.

GENERAL ARRANGEMENT OF

JOINTS WITH TIE AND DOWEL BARS

02

GENERAL NOTES:

1. The DLC shall have 7 days compressive strength of 10 MPa.

The mix design shall be done as per IRC - 44-2008

2. The mix design for concrete grade M35 for the pavement shall be

carried out as per IRC-44-2008.

No nominal proportioning shall be adopted.

3. The DLC shall have smooth surface for laying the concrete pavement.

PVC sheet of 125 micron thick transparent or white in colour may be laid

in flat with minimum creases as separation layer between DLC and PQC.

4. MC 250 shall be used as form works for the PQC confining the length of

pavement being laid in stretch.

5. The concrete shall be mix in batching plant and compacted using vibratory

roller as per IRC - SP - 68-2005 or by using screed vibratory compactor as

approved by Engineer-in-charge.

6. The following specifications should be referred by Engineer-in-charge.

for detail specification:

a). IRC - 15 - 2011

b). IRC - SP - 68 - 2005

c). IRC - 44 -2008

d). IRC - 58 - 2011

e). MORTH specification for Road and Bridge works.

7. Grade of concrete in Foothpath = M20

8. For details of Rubberised Bitumen Sealant, authorised manufacturer

may be referred.

9. All dimesions are in MM unless noted

20# Dowel bars @ 300mm c/c

20# Dowel bars @ 300mm c/c

DIR

EC

TIO

N O

F T

RA

FF

IC

9000

℄ of Pavement

PVC Sheet 125 micron thick transparent

or white in colour laid flat with minimum creases

Lj

3500 1000 900

CROSS SECTION OF PAVEMENT

(SECTION A-A)

M35

Slope 2.5%

Cj

D.L.C

Slope 2.5%

Existing Pavement

300

M20

35001000900

M35

Slope 2.5%

Cj

D.L.C

Slope 2.5%

Existing Pavement

300

M20

SIDE DRAIN

A

SIDE DRAIN

A

Longitudinal Joint

Transverse joint

Longitudinal Joint

Transverse joint

Transverse jointTransverse joint

REV : 1

ShoulderShoulder

ShoulderShoulder

Project :-

SHEET NO.

GENERAL ARRANGEMENT DRAWING

E

B

A

R

P

L

A

H

C

A

N

U

R

A

UP

S

E

D

HN

T

K

R

O

W

C

I

L

P

A

E

DS

T

R

M

OFFICE OF THE CHIEF ENGINEER

SID & P , PWD,AP, ITANAGAR

ARUNACHAL PRADESH.

STANDARD WORKING DRAWING FOR JOINTED

PLAIN CONCRETE PAVEMENT(Without foot path)

This drawing is the property of CE(SID & P) AP, PWD

and shall not be reproduced

without permission of CE(SID & P),AP,PWD, Itanagar.

DATE

SCALE

DRAWN BY

APPROVED

CHECKED BY

DESIGNED BY

SHEET TITTLEV.V.Prathapan

Drg.No.CEAP(SID&P)/DGN-1/R&B-SP/PQC-160/C.Way-3.75m/2014-15/02

NTS

Er.Johney Darang (AE)

Er.Atop Lego 09/12/2014

NOTE :-

If the Pavement width is less than 5.00m, no Lj is required.

REV :1

SHEET TITTLE SHEET NO.

DETAILS OF ANCHOR BEAM

AND TERMINAL SLAB (AB)

1500 3500

Terminal Slab(TS1)

12

00

10

0

600

16Ï-6Nos.

16Ï-4Nos.

16Ï @ 300c/c

16Ï @ 300c/c

Anchor Beam (AB)

M35 Grade

DLC

Concrete Bed (M10)

12Ï @ 150c/c mesh 12Ï @ 150c/c mesh

in two layers

12Ï @ 150c/c

mesh

600

20

0

Subgrade Beam

Bridge/culvert

approach slab

EjCj

Concrete Bed

(M10)

15

0

PQC

200

20

0

DLC

Tie Bar( Deformed Bar)

Painted with bituminous paint

150mm LG.

PQC

50

Top of the groove is

widened for sealing purpose

LONGITUDINAL JOINT WITH TIE ROD

BETWEEN LANES (Lj)

DLC

20# MS Round dowel Bar@ 300mm c/c

PQC

50

TRANSVERSE JOINT WITH DOWEL BAR (Tj)

325325

Top of the groove is

widened for sealing purpose

DLC

MS Round dowel Bar

Plastic sheating

PQC

EXPANSION JOINT WITH DOWEL BAR (Ej)

Compressible filler board

MS Round dowel Bar

Dowel cap filled

with compressible

material

100

600

DLC

PQC

100

80

16

0

16

0

CROSS SECTION BEAMED EDGE(BE)

50

50

225 225

Plastic sheating

12# Tie Bars@ 700 mm c/c

225 225

20 #@ 300 mm c/c

Mesh of 10# @ 200c/c

20

0

FLEXIBLE PAVEMENT OR

EARTHEN PAVEMENT

75

12

5

10

01

60

M 20

30

0

400

75

100100 100

100

520

7

5

0

7

5

0

JOINTS AND SEALING DETAILS

03

DLC

Tie Bar( Deformed Bar)

Painted with bituminous paint

150mm LG.

50

Top of the groove is

widened for sealing purpose

CONSTRUCTION JOINT WITH TIE ROD (Cj)

10

0

16

0

12# Tie bars@ 700 mm c/c

16

0

PQC

GENERAL NOTES:

1. The DLC shall have 7 days compressive strength of 10 MPa.

The mix design shall be done as per IRC - 44-2008

2. The mix design for concrete grade M35 for the pavement shall be

carried out as per IRC-44-2008.

No nominal proportioning shall be adopted.

3. The DLC shall have smooth surface for laying the concrete pavement.

PVC sheet of 125 micron thick transparent or white in colour may be laid

in flat with minimum creases as separation layer between DLC and PQC.

4. MC 250 shall be used as form works for the PQC confining the length of

pavement being laid in stretch.

5. The concrete shall be mix in batching plant and compacted using vibratory

roller as per IRC - SP - 68-2005 or by using screed vibratory compactor as

approved by Engineer-in-charge.

6. The following specifications should be referred by Engineer-in-charge.

for detail specification:

a). IRC - 15 - 2011

b). IRC - SP - 68 - 2005

c). IRC - 44 -2008

d). IRC - 58 - 2011

e). MORTH specification for Road and Bridge works.

7. Grade of concrete in Foothpath = M20

8. For details of Rubberised Bitumen Sealant, authorised manufacturer

may be referred.

9. All dimesions are in MM unless noted

8

3

13

Sealant

Backer Rod OR

Back up Rod

CONTRACTION JOINT

Sealant

Backer Rod OR

Back up Rod

8

3

10

LONGITUDINAL JOINT

25

3

20

2

Sealant

Heat resisting

debonding tape

Compressible Synthetic

Filler Board

EXPANSION JOINT

SEALING DETAILS OF JOINTS

75 75

7575

270

275

325

325

REV : 1

Project :-

GENERAL ARRANGEMENT DRAWING

E

B

A

R

P

L

A

H

C

A

N

U

R

A

UP

S

E

D

HN

T

K

R

O

W

C

I

L

P

A

E

DS

T

R

M

OFFICE OF THE CHIEF ENGINEER

SID & P , PWD,AP, ITANAGAR

ARUNACHAL PRADESH.

STANDARD WORKING DRAWING FOR JOINTED

PLAIN CONCRETE PAVEMENT(Without foot path)

This drawing is the property of CE(SID & P) AP, PWD

and shall not be reproduced

without permission of CE(SID & P),AP,PWD, Itanagar.

DATE

SCALE

DRAWN BY

APPROVED

CHECKED BY

DESIGNED BY

V.V.Prathapan

Drg.No.CEAP(SID&P)/DGN-1/R&B-SP/PQC-160/C.Way-3.75m/2014-15/03

NTS

Er.Johney Darang (AE)

Er.Atop Lego 09/12/2014

NOTE :-

If the Pavement width is less than 5.00m, no Lj is required.

Brid

ge

Lj

Cj

Cj

TjTjTjTjTjTjTjTj Tj

Cj Ej

Brid

ge

/ C

ulve

rt

Ap

pro

ach

S

la

b

AB

TS1

35001500

BE

10

00

35

00

10

00

35

00

70

00

(C

arria

ge

wa

y)

Fle

xib

le

o

r E

arth

en

P

ave

me

nt

Flexible OR

Earthen Pavement

TYPICAL PLAN OF PAVEMENT

4500

1000

1000

SHEET NO.

01

GENERAL ARRANGEMENT DRAWING

M35

9000

℄ of Pavement

PVC Sheet 125 micron thick transparent

or white in colour laid flat with minimum creases

Lj

3500 1000 900

CROSS SECTION OF PAVEMENT

(SECTION A-A)

200

100

M35

Slope 2.5%

Cj

D.L.C

M20

Slope 2.5%

Existing Pavement

300

600

35001000900

M35

Slope 2.5%

Cj

D.L.C

M20

Slope 2.5%

Existing Pavement

300

600

A

A

REV : 1

SHEET TITTLE

GENERAL NOTES:

1. The DLC shall have 7 days compressive strength of 10 MPa.

The mix design shall be done as per IRC - 44-2008

2. The mix design for concrete grade M35 for the pavement shall be

carried out as per IRC-44-2008.

No nominal proportioning shall be adopted.

3. The DLC shall have smooth surface for laying the concrete pavement.

PVC sheet of 125 micron thick transparent or white in colour may be laid

in flat with minimum creases as separation layer between DLC and PQC.

4. MC 250 shall be used as form works for the PQC confining the length of

pavement being laid in stretch.

5. The concrete shall be mix in batching plant and compacted using vibratory

roller as per IRC - SP - 68-2005 or by using screed vibratory compactor as

approved by Engineer-in-charge.

6. The following specifications should be referred by Engineer-in-charge.

for detail specification:

a). IRC - 15 - 2011

b). IRC - SP - 68 - 2005

c). IRC - 44 -2008

d). IRC - 58 - 2011

e). MORTH specification for Road and Bridge works.

7. Grade of concrete in Foothpath = M20

8. For details of Rubberised Bitumen Sealant, authorised manufacturer

may be referred.

9. All dimesions are in MM unless noted

ABBREVATIONS:

Lj. Longitudinl joint

Ej. Expansion joint

Cj. Construction joint

Tj. Transverse joint

TS1. Terminal slab

TS2. Transition slab

PQC. Pavement quality concrete

DLC. Dry lean concrete

AB. Anchor beam

BE. Beamed edge

Tj

TS2

4000

Sub Base 250

WBM-II 150

WBM-III 75

black toping 25mm

PQC

DLC

PVC Sheet 125 micron thick transparent

or white in colour laid flat with minimum creases

PQC

DLC

8mm dia deformed bar @150mm c/c

DLC Layer

RIGID PAVEMENT

TRANSITION SLAB(4000mm)

FLEXIBLE PAVEMENT

Plastic sleeve

Sealing groove to be filled by polysulphide

or silicone sealing compound

Expansion joint

Stepped PQC slab

TYPICAL DETAILS OF TRANSITION SLAB (TS2)

20

01

00

Note :-

The WBM layers are assumed

thickness.The matching slope shall

be provided as per actual thickness

of flexible pavement at site.

TYPICAL PLAN OF PLAIN

CONCRETE PAVEMENT,

DETAILS OF TRANSITION SLAB

& X-SECTION OF PAVEMENT

Project :-

E

B

A

R

P

L

A

H

C

A

N

U

R

A

UP

S

E

D

HN

T

K

R

O

W

C

I

L

P

A

E

DS

T

R

M

OFFICE OF THE CHIEF ENGINEER

SID & P , PWD,AP, ITANAGAR

ARUNACHAL PRADESH.

STANDARD WORKING DRAWING FOR JOINTED

PLAIN CONCRETE PAVEMENT(Without foot path)

This drawing is the property of CE(SID & P) AP, PWD

and shall not be reproduced

without permission of CE(SID & P),AP,PWD, Itanagar.

DATE

SCALE

DRAWN BY

APPROVED

CHECKED BY

DESIGNED BY

V.V.Prathapan

NTS

Er.Johney Darang (AE)

Er.Atop Lego 09/12/2014Drg.No.CEAP(SID&P)/DGN-1/R&B-SP/PQC-200/C.Way-7.00m/2014-15/01

NOTE :-

If the Pavement width is less than 5.00m, no Lj is required.

4500

4500

7000 10001000

Pavement Quality concrete (PQC)

Pavement Quality concrete (PQC)

PLAN OF PAVEMENT

℄ of Pavement

Slope 2.5%Slope 2.5%

Slope 2.5%Slope 2.5%

9000

12# Tie bars @ 700mm c/c

650

70

0

300

300

500

500

300300

50

0

50

0

25# Dowel bars @ 300mm c/c

300300

50

0

50

0

SHEET NO.

GENERAL ARRANGEMENT OF

JOINTS WITH TIE AND DOWEL BARS

02

GENERAL NOTES:

1. The DLC shall have 7 days compressive strength of 10 MPa.

The mix design shall be done as per IRC - 44-2008

2. The mix design for concrete grade M35 for the pavement shall be

carried out as per IRC-44-2008.

No nominal proportioning shall be adopted.

3. The DLC shall have smooth surface for laying the concrete pavement.

PVC sheet of 125 micron thick transparent or white in colour may be laid

in flat with minimum creases as separation layer between DLC and PQC.

4. MC 250 shall be used as form works for the PQC confining the length of

pavement being laid in stretch.

5. The concrete shall be mix in batching plant and compacted using vibratory

roller as per IRC - SP - 68-2005 or by using screed vibratory compactor as

approved by Engineer-in-charge.

6. The following specifications should be referred by Engineer-in-charge.

for detail specification:

a). IRC - 15 - 2011

b). IRC - SP - 68 - 2005

c). IRC - 44 -2008

d). IRC - 58 - 2011

e). MORTH specification for Road and Bridge works.

7. Grade of concrete in Foothpath = M20

8. For details of Rubberised Bitumen Sealant, authorised manufacturer

may be referred.

9. All dimesions are in MM unless noted

25# Dowel bars @ 300mm c/c

25# Dowel bars @ 300mm c/c

DIR

EC

TIO

N O

F T

RA

FF

IC

9000

℄ of Pavement

PVC Sheet 125 micron thick transparent

or white in colour laid flat with minimum creases

Lj

3500 1000 900

CROSS SECTION OF PAVEMENT

(SECTION A-A)

M35

Slope 2.5%

Cj

D.L.C

Slope 2.5%

Existing Pavement

300

M20

35001000900

M35

Slope 2.5%

Cj

D.L.C

Slope 2.5%

Existing Pavement

300

M20

SIDE DRAIN

A

SIDE DRAIN

A

Longitudinal Joint

Transverse joint

Longitudinal Joint

Transverse joint

Transverse jointTransverse joint

REV : 1

GENERAL ARRANGEMENT DRAWING

SHEET TITTLE

Project :-

E

B

A

R

P

L

A

H

C

A

N

U

R

A

UP

S

E

D

HN

T

K

R

O

W

C

I

L

P

A

E

DS

T

R

M

OFFICE OF THE CHIEF ENGINEER

SID & P , PWD,AP, ITANAGAR

ARUNACHAL PRADESH.

STANDARD WORKING DRAWING FOR JOINTED

PLAIN CONCRETE PAVEMENT(Without foot path)

This drawing is the property of CE(SID & P) AP, PWD

and shall not be reproduced

without permission of CE(SID & P),AP,PWD, Itanagar.

DATE

SCALE

DRAWN BY

APPROVED

CHECKED BY

DESIGNED BY

V.V.Prathapan

NTS

Er.Johney Darang (AE)

Er.Atop Lego 09/12/2014Drg.No.CEAP(SID&P)/DGN-1/R&B-SP/PQC-200/C.Way-7.00m/2014-15/02

NOTE :-

If the Pavement width is less than 5.00m, no Lj is required.

REV :1

SHEET TITTLE SHEET NO.

DETAILS OF ANCHOR BEAM

AND TERMINAL SLAB (AB)

1500 3500

Terminal Slab(TS1)

12

00

10

0

600

16Ï-6Nos.

16Ï-4Nos.

16Ï @ 300c/c

16Ï @ 300c/c

Anchor Beam (AB)

M35 Grade

DLC

Concrete Bed (M10)

12Ï @ 150c/c mesh 12Ï @ 150c/c mesh

in two layers

12Ï @ 150c/c

mesh

600

20

0

Subgrade Beam

Bridge/culvert

approach slab

EjCj

Concrete Bed

(M10)

15

0

PQC

200

20

0

DLC

Tie Bar( Deformed Bar)

Painted with bituminous paint

150mm LG.

PQC

65

Top of the groove is

widened for sealing purpose

LONGITUDINAL JOINT WITH TIE ROD

BETWEEN LANES (Lj)

DLC

25# MS Round dowel Bar@ 300mm c/c

PQC

65

TRANSVERSE JOINT WITH DOWEL BAR (Tj)

325325

Top of the groove is

widened for sealing purpose

DLC

MS Round dowel Bar

Plastic sheating

PQC

EXPANSION JOINT WITH DOWEL BAR (Ej)

Compressible filler board

MS Round dowel Bar

Dowel cap filled

with compressible

material

100

600

DLC

PQC

130

10

0

20

0

20

0

CROSS SECTION BEAMED EDGE(BE)

50

50

225 225

Plastic sheating

12# Tie Bars@ 700 mm c/c

225 225

25 #@ 300 mm c/c

Mesh of 10# @ 200c/c

20

0

FLEXIBLE PAVEMENT OR

EARTHEN PAVEMENT

75

12

5

10

02

00

M 20

30

0

400

75

100100 100

100

520

7

5

0

7

5

0

JOINTS AND SEALING DETAILS

03

DLC

Tie Bar( Deformed Bar)

Painted with bituminous paint

150mm LG.

65

Top of the groove is

widened for sealing purpose

CONSTRUCTION JOINT WITH TIE ROD (Cj)

13

0

20

0

12# Tie bars@ 700 mm c/c

20

0

PQC

GENERAL NOTES:

1. The DLC shall have 7 days compressive strength of 10 MPa.

The mix design shall be done as per IRC - 44-2008

2. The mix design for concrete grade M35 for the pavement shall be

carried out as per IRC-44-2008.

No nominal proportioning shall be adopted.

3. The DLC shall have smooth surface for laying the concrete pavement.

PVC sheet of 125 micron thick transparent or white in colour may be laid

in flat with minimum creases as separation layer between DLC and PQC.

4. MC 250 shall be used as form works for the PQC confining the length of

pavement being laid in stretch.

5. The concrete shall be mix in batching plant and compacted using vibratory

roller as per IRC - SP - 68-2005 or by using screed vibratory compactor as

approved by Engineer-in-charge.

6. The following specifications should be referred by Engineer-in-charge.

for detail specification:

a). IRC - 15 - 2011

b). IRC - SP - 68 - 2005

c). IRC - 44 -2008

d). IRC - 58 - 2011

e). MORTH specification for Road and Bridge works.

7. Grade of concrete in Foothpath = M20

8. For details of Rubberised Bitumen Sealant, authorised manufacturer

may be referred.

9. All dimesions are in MM unless noted

8

3

13

Sealant

Backer Rod OR

Back up Rod

CONTRACTION JOINT

Sealant

Backer Rod OR

Back up Rod

8

3

10

LONGITUDINAL JOINT

25

3

20

2

Sealant

Heat resisting

debonding tape

Compressible Synthetic

Filler Board

EXPANSION JOINT

SEALING DETAILS OF JOINTS

75 75

7575

270

275

325

325

GENERAL ARRANGEMENT DRAWING

Project :-

E

B

A

R

P

L

A

H

C

A

N

U

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OFFICE OF THE CHIEF ENGINEER

SID & P , PWD,AP, ITANAGAR

ARUNACHAL PRADESH.

STANDARD WORKING DRAWING FOR JOINTED

PLAIN CONCRETE PAVEMENT(Without foot path)

This drawing is the property of CE(SID & P) AP, PWD

and shall not be reproduced

without permission of CE(SID & P),AP,PWD, Itanagar.

DATE

SCALE

DRAWN BY

APPROVED

CHECKED BY

DESIGNED BY

V.V.Prathapan

NTS

Er.Johney Darang (AE)

Er.Atop Lego 09/12/2014Drg.No.CEAP(SID&P)/DGN-1/R&B-SP/PQC-200/C.Way-7.00m/2014-15/03

NOTE :-

If the Pavement width is less than 5.00m, no Lj is required.

Brid

ge

Lj

Cj

Cj

TjTjTjTjTjTjTjTj Tj

Cj Ej

Brid

ge

/ C

ulve

rt

Ap

pro

ach

S

la

b

AB

TS1

35001500

Footpath

Footpath

BE

15

00

35

00

15

00

35

00

70

00

(C

arria

ge

wa

y)

TS2

Fle

xib

le

o

r E

arth

en

P

ave

me

nt

Flexible OR

Earthen Pavement

TYPICAL PLAN OF PAVEMENT

4500

1000

1000

REV : 1

SHEET TITTLE SHEET NO.

01

GENERAL ARRANGEMENT DRAWING

3500

M35

10000

Slope 2.5%

℄ of Pavement

PVC Sheet 125 micron thick transparent

or white in colour laid flat with minimum creases

CjLj

1500

Footpath

900 3500 1500 900

Existing Pavement

CROSS SECTION OF PAVEMENT

(SECTION A-A)

GENERAL NOTES:

1. The DLC shall have 7 days compressive strength of 10 MPa.

The mix design shall be done as per IRC - 44-2008

2. The mix design for concrete grade M35 for the pavement shall be

carried out as per IRC-44-2008.

No nominal proportioning shall be adopted.

3. The DLC shall have smooth surface for laying the concrete pavement.

PVC sheet of 125 micron thick transparent or white in colour may be laid

in flat with minimum creases as separation layer between DLC and PQC.

4. MC 250 shall be used as form works for the PQC confining the length of

pavement being laid in stretch.

5. The concrete shall be mix in batching plant and compacted using vibratory

roller as per IRC - SP - 68-2005 or by using screed vibratory compactor as

approved by Engineer-in-charge.

6. The following specifications should be referred by Engineer-in-charge.

for detail specification:

a). IRC - 15 - 2011

b). IRC - SP - 68 - 2005

c). IRC - 44 -2008

d). IRC - 58 - 2011

e). MORTH specification for Road and Bridge works.

7. Grade of concrete in Foothpath = M20

8. For details of Rubberised Bitumen Sealant, authorised manufacturer

may be referred.

9. All dimesions are in MM unless noted

ABBREVATIONS:

Lj. Longitudinl joint

Ej. Expansion joint

Cj. Construction joint

Tj. Transverse joint

TS1. Terminal slab

TS2. Transition slab

PQC. Pavement quality concrete

DLC. Dry lean concrete

AB. Anchor beam

BE. Beamed edge

300

60

0

D.L.C

M20

25

01

00

Slope 2.5%

M35

Slope 2.5%

Cj

Footpath

D.L.C

M20

Slope 2.5%

Existing Pavement

4000

300

60

0

A

A

Sub Base 250

WBM-II 150

WBM-III 75

black toping 25mm

PQC

DLC

PVC Sheet 125 micron thick transparent

or white in colour laid flat with minimum creases

PQC

DLC

8mm dia deformed bar @150mm c/c

DLC Layer

RIGID PAVEMENT

TRANSITION SLAB(4000mm)

FLEXIBLE PAVEMENT

Plastic sleeve

Sealing groove to be filled by polysulphide

or silicone sealing compound

Expansion joint

Stepped PQC slab

TYPICAL DETAILS OF TRANSITION SLAB (TS2)

25

01

00

Note :-

The WBM layers are assumed

thickness.The matching slope shall

be provided as per actual thickness

of flexible pavement at site.

TYPICAL PLAN OF PLAIN

CONCRETE PAVEMENT,

DETAILS OF TRANSITION SLAB

& X-SECTION OF PAVEMENT

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OFFICE OF THE CHIEF ENGINEER

SID & P , PWD,AP, ITANAGAR

ARUNACHAL PRADESH.

STANDARD WORKING DRAWING FOR JOINTED

PLAIN CONCRETE PAVEMENT(Without foot path)

This drawing is the property of CE(SID & P) AP, PWD

and shall not be reproduced

without permission of CE(SID & P),AP,PWD, Itanagar.

DATE

SCALE

DRAWN BY

APPROVED

CHECKED BY

DESIGNED BY

V.V.Prathapan

Drg.No.CEAP(SID&P)/DGN-1/R&B-SP/PQC-250/C.way-7.00m/2014-15/01

NTS

Er.Johney Darang (AE)

Er.Atop Lego 09/12/2014

NOTE :-

If the Pavement width is less than 5.00m, no Lj is required.

4500

4500

7000 15001500

Pavement Quality concrete (PQC)

Pavement Quality concrete (PQC)

Footpath

Footpath

FootpathFootpath

SECTIONAL PLAN OF PAVEMENT

℄ of Pavement

Construction joint

Slope 2.5%Slope 2.5%

Slope 2.5%Slope 2.5%

10000

A

Transverse joint

Longitudinal Joint

FootpathFootpath

12# Tie bars @ 700mm c/c

650

FootpathFootpath

70

0

300

500

25# Dowel bars @ 300mm c/c

REV : 1

SHEET NO.

GENERAL ARRANGEMENT OF

JOINTS WITH TIE AND DOWEL BARS

02

GENERAL NOTES:

1. The DLC shall have 7 days compressive strength of 10 MPa.

The mix design shall be done as per IRC - 44-2008

2. The mix design for concrete grade M35 for the pavement shall be

carried out as per IRC-44-2008.

No nominal proportioning shall be adopted.

3. The DLC shall have smooth surface for laying the concrete pavement.

PVC sheet of 125 micron thick transparent or white in colour may be laid

in flat with minimum creases as separation layer between DLC and PQC.

4. MC 250 shall be used as form works for the PQC confining the length of

pavement being laid in stretch.

5. The concrete shall be mix in batching plant and compacted using vibratory

roller as per IRC - SP - 68-2005 or by using screed vibratory compactor as

approved by Engineer-in-charge.

6. The following specifications should be referred by Engineer-in-charge.

for detail specification:

a). IRC - 15 - 2011

b). IRC - SP - 68 - 2005

c). IRC - 44 -2008

d). IRC - 58 - 2011

e). MORTH specification for Road and Bridge works.

7. Grade of concrete in Foothpath = M20

8. For details of Rubberised Bitumen Sealant, authorised manufacturer

may be referred.

9. All dimesions are in MM unless noted

25# Dowel bars @ 300mm c/c

25# Dowel bars @ 300mm c/c

12# Tie bars @ 700mm c/c

650

12# Tie bars @ 700mm c/c

DIR

EC

TIO

N O

F T

RA

FF

IC

M35

10000

Slope 2.5%

℄ of Pavement

PVC Sheet 125 micron thick transparent

or white in colour laid flat with minimum creases

Lj

Footpath

Existing Pavement

CROSS SECTION OF PAVEMENT

(SECTION A-A)

D.L.C

250

100

Slope 2.5%

M35

Slope 2.5%

Footpath

D.L.C

Slope 2.5%

Existing Pavement

3500 1500 90035001500900

SIDE DRAIN

SIDE DRAIN

300

500

300

500

650

300

500

300

500

300

500

A

Transverse joint

Transverse joint Transverse joint

Longitudinal Joint

Construction joint

Construction joint

Construction joint

SHEET TITTLE

GENERAL ARRANGEMENT DRAWING

Project :-

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OFFICE OF THE CHIEF ENGINEER

SID & P , PWD,AP, ITANAGAR

ARUNACHAL PRADESH.

STANDARD WORKING DRAWING FOR JOINTED

PLAIN CONCRETE PAVEMENT(Without foot path)

This drawing is the property of CE(SID & P) AP, PWD

and shall not be reproduced

without permission of CE(SID & P),AP,PWD, Itanagar.

DATE

SCALE

DRAWN BY

APPROVED

CHECKED BY

DESIGNED BY

V.V.Prathapan

Drg.No.CEAP(SID&P)/DGN-1/R&B-SP/PQC-250/C.way-7.00m/2014-15/02

NTS

Er.Johney Darang (AE)

Er.Atop Lego 09/12/2014

NOTE :-

If the Pavement width is less than 5.00m, no Lj is required.

REV :1

SHEET TITTLE SHEET NO.

DETAILS OF ANCHOR BEAM

AND TERMINAL SLAB (AB)

1500 3500

Terminal Slab(TS1)

12

00

10

0

600

16Ï-6Nos.

16Ï-4Nos.

16Ï @ 300c/c

16Ï @ 300c/c

Anchor Beam (AB)

M35 Grade

DLC

Concrete Bed (M10)

12Ï @ 150c/c mesh 12Ï @ 150c/c mesh

in two layers

12Ï @ 150c/c

mesh

600

20

0

Subgrade Beam

Bridge/culvert

approach slab

EjCj

Concrete Bed

(M10)

15

0

PQC

200

20

0

DLC

Tie Bar( Deformed Bar)

Painted with bituminous paint

150mm LG.

PQC

80

Top of the groove is

widened for sealing purpose

LONGITUDINAL JOINT WITH TIE ROD

BETWEEN LANES (Lj)

DLC

25# MS Round dowel Bar@ 300mm c/c

PQC

80

TRANSVERSE JOINT

WITH DOWEL BAR (Tj)

325325

Top of the groove is

widened for sealing purpose

DLC

MS Round dowel Bar

Plastic sheating

PQC

EXPANSION JOINT WITH DOWEL BAR (Ej)

Compressible filler board

MS Round dowel Bar

Dowel cap filled

with compressible

material

100

600

DLC

PQC

160

12

5

25

0

25

0

CROSS SECTION BEAMED EDGE(BE)

50

50

225 225

Plastic sheating

12# Tie Bars@ 700 mm c/c

225 225

25 #@ 300 mm c/c

Mesh of 10# @ 200c/c

20

0

FLEXIBLE PAVEMENT OR

EARTHEN PAVEMENT

75

12

5

10

02

50

M 20

30

0

400

75

100100 100

100

520

7

5

0

7

5

0

DETAILS OF JOINTS

AND SEALING DETAILS

03

DLC

Tie Bar( Deformed Bar)

Painted with bituminous paint

150mm LG.

Footpath

65

Top of the groove is

widened for sealing purpose

CONSTRUCTION JOINT WITH TIE ROD (Cj)

13

0

25

0

12# Tie bars@ 700 mm c/c

25

0

PQC

GENERAL NOTES:

1. The DLC shall have 7 days compressive strength of 10 MPa.

The mix design shall be done as per IRC - 44-2008

2. The mix design for concrete grade M35 for the pavement shall be

carried out as per IRC-44-2008.

No nominal proportioning shall be adopted.

3. The DLC shall have smooth surface for laying the concrete pavement.

PVC sheet of 125 micron thick transparent or white in colour may be laid

in flat with minimum creases as separation layer between DLC and PQC.

4. MC 250 shall be used as form works for the PQC confining the length of

pavement being laid in stretch.

5. The concrete shall be mix in batching plant and compacted using vibratory

roller as per IRC - SP - 68-2005 or by using screed vibratory compactor as

approved by Engineer-in-charge.

6. The following specifications should be referred by Engineer-in-charge.

for detail specification:

a). IRC - 15 - 2011

b). IRC - SP - 68 - 2005

c). IRC - 44 -2008

d). IRC - 58 - 2011

e). MORTH specification for Road and Bridge works.

7. Grade of concrete in Foothpath = M20

8. For details of Rubberised Bitumen Sealant, authorised manufacturer

may be referred.

9. All dimesions are in MM unless noted

8

3

13

Sealant

Backer Rod OR

Back up Rod

CONTRACTION JOINT

Sealant

Backer Rod OR

Back up Rod

8

3

10

LONGITUDINAL JOINT

25

3

20

2

Sealant

Heat resisting

debonding tape

Compressible Synthetic

Filler Board

EXPANSION JOINT

SEALING DETAILS OF JOINTS

75 75

7575

270

275

325

325

GENERAL ARRANGEMENT DRAWING

Project :-

E

B

A

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P

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UP

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D

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I

L

P

A

E

DS

T

R

M

OFFICE OF THE CHIEF ENGINEER

SID & P , PWD,AP, ITANAGAR

ARUNACHAL PRADESH.

STANDARD WORKING DRAWING FOR JOINTED

PLAIN CONCRETE PAVEMENT(Without foot path)

This drawing is the property of CE(SID & P) AP, PWD

and shall not be reproduced

without permission of CE(SID & P),AP,PWD, Itanagar.

DATE

SCALE

DRAWN BY

APPROVED

CHECKED BY

DESIGNED BY

V.V.Prathapan

Drg.No.CEAP(SID&P)/DGN-1/R&B-SP/PQC-250/C.way-7.00m/2014-15/03

NTS

Er.Johney Darang (AE)

Er.Atop Lego 09/12/2014

NOTE :-

If the Pavement width is less than 5.00m, no Lj is required.