b0200 - super t girder - full set - transport for nsw...denotes web thickness to be verifed by the...

+

2 100

COPYRIGHT ROADS AND MARITIME SERVICES 2018

STANDARD SIZES

SUPER T GIRDER

B0201

STANDARD DRAWING No

EDMS No

DS2017/002805DATE

APPROVED FOR USE STANDARD DRAWINGISSUE DATE

REVISION ISSUE

1

ISSUEDSTATUS

A1

500mm4003002001000

50100

10.5

56

1

GENERAL NOTES

[email protected]

DRAWING TO:

SEND FEEDBACK ON THIS STANDARD

DEC 2018

DIRECTOR BRIDGES AND STRUCTURES

GIRDER FLANGE EDGES AND TOP OF FLANGE UNDER LINK SLAB SHALL BE FINISHED SMOOTH.

THE TOP OF FLANGE SURFACE EXCEPT UNDER LINK SLAB SHALL BE MADE ROUGH BY BROOM FINISH TRANSVERSELY.

MANUFACTURE TO CONSTRUCTION JOINT IN ACCORDANCE WITH RMS SPECIFICATION B80.

ALL SURFACES IN CONTACT WITH CAST-IN-PLACE DIAPHRAGM CONCRETE SHALL BE ROUGHENED DURING

DENOTES DIMENSION SHALL BE INCREASED IF FLANGE THICKNESS > 90.

DECK THICKNESS AND CONSTRUCTION LOADING.

DENOTES INCREASED FLANGE THICKNESS MAY BE REQUIRED FOR GIRDER WIDTH > 2 100 DEPENDING ON

DENOTES WEB THICKNESS TO BE VERIFED BY THE DESIGNER FOR STRENGTH REQUIREMENTS.

SCALE OR AS SHOWN.

W.Ariyaratne

21.12.2018

25

25

806040200

1020

100mm

DETAIL A

-

25 x 25 RECESS

5

90

DETAIL B

-806040200

1020

100mm

+

( 803 FOR TYPE T5)

843 FOR TYPE T1, T2, T3, T4

+

==

1 027

==

899

765

245

379379

843

90

72

TYP

100

TYP

100100 x 75 FILLET (TYP)

12 x 12 CHAMFER

12 x 12 CHAMFER

10 RADIUS OR

NOMINAL

A

-

A

-

B

-

B

-

TYPE T1

+

355355

==

12 x 12 CHAMFER


12 x 12 CHAMFER

10 RADIUS OR

NOMINAL

A

-

A

-

852

426426

1 0

15

245

1 027

843

67

90

TYP

100

TYP

100

B

-

B

-

TYPE T2

+

==

12 x 12 CHAMFER


12 x 12 CHAMFER

10 RADIUS OR

NOMINAL

A

-

A

-

814

407407

1 027

1 2

15

265

338338

64

90

TYP

100

TYP

100

843B

-

B

-

TYPE T3

+

==

12 x 12 CHAMFER


12 x 12 CHAMFER

10 RADIUS OR

NOMINAL

A

-

A

-

1 027

1 5

15

265

309309

757

==

58

90

TYP

100

TYP

100

843B

-

B

-

TYPE T4

+

==

A

-

A

-

12 x 12 CHAMFER

12 x 12 CHAMFER

10 RADIUS OR

NOMINAL


1 027

803

1 8

15

330

265265

350350

700

90

50

TYP

100

TYP

120

B

-

B

-

TYPE T5

100 50

100 200 300 400 500mm0


B0202

STANDARD DRAWING No

EDMS No

DS2017/002806DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 SHEET A

STRAND AND REINFORCEMENT DETAILS

SUPER T GIRDER

GENERAL NOTES

[email protected]

DRAWING TO:


DEC 2018


FOLLOWED WHERE POSSIBLE.

ACTUAL BAR MARKING OF REINFORCEMENT GRADE, BAR DIAMETER AND BAR SHAPES SHOWN HERE SHALL BE

ON THE DESIGN DRAWINGS.

PROVIDE DETAILS OF BAR SIZE TO BE USED IN THE DESIGN OF THE GIRDER AND THESE SIZES SHALL BE SHOWN

WHERE BAR SIZES HAVE BEEN SHOWN WITH THE WORDS MAX AND MIN BESIDE THEM, THE DESIGNER SHALL

STRAND PATTERN SHOWS MAXIMUM NUMBER OF STRANDS FOR EACH GIRDER TYPE.

STRAND DEBONDING DETAILS TO BE DETERMINED BY DESIGNER.

INTENSE COMPACTION USING A VIBRATING TABLE OR FORM VIBRATORS IN CONJUNCTION WITH INTERNAL VIBRATORS.

THE REQUIRED COVER SPECIFIED IS BASED ON THE GIRDER BEING CAST IN A RIGID STEEL FORMWORK MOULD WITH

OTHERWISE.

REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL BE 30mm UNLESS SPECIFIED

MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER OF PRESTRESS SHALL BE 32MPa (MAX 40MPa).

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50MPa.

CONCRETE EXPOSURE CLASSIFICATION: B1.

B0210, B0212 AND B0213.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0203, B0205, B0206, B0207, B0208, B0209,

SCALE

W.Ariyaratne

21.12.2018

160

110

150

CO

VE

R

30

160

CO

VE

R

30

= 5

60

4 S

PA

CE

S A

T 1

40

160

CO

VE

R

30

5 S

PA

CE

S A

T 1

50 = 7

50

160

CO

VE

R

30

7 S

PA

CE

S A

T 1

50 = 1 0

50

160

CO

VE

R

30

8 S

PA

CE

S A

T 1

60 = 1 2

80

G5 N16-V G5 N16-V

G7 N12-SG6 N12-S

G4 N16-S

G2 N16-S MIN

G2 N28-S MAX

G1 N16-BZ

G5 N16-V

G6 N12-S G7 N12-S

G4 N16-S

G2 N16-S MIN

G2 N28-S MAX

G1 N16-BZ

G3 N12-AZ G3 N12-AZ

G5 N16-V

G5 N16-V

G5 N16-V G5 N16-V

G4 N16-S

G1 N16-BZ G1 N16-BZ

G3 N12-AZ

G7 N12-S

G6 N12-S G7 N12-S

G2 N16-S MIN

G2 N28-S MAX

TY

P

100

G5 N16-V

G6 N12-S

G4 N16-S

G2 N16-S MIN

G2 N28-S MAX

G3 N12-AZ

G1 N16-BZ

G7 N12-S

G5 N16-V

G3 N12-AZ

G2 N16-S MIN

G2 N28-S MAX

G4 N16-S

G6 N12-S

G5 N16-V

TY

P

100

TY

P

100

TY

P

100

TY

P

100

GIRDER TYPE T1 GIRDER TYPE T2 GIRDER TYPE T3

GIRDER TYPE T4 GIRDER TYPE T5

100 50

0 100 200 300mm

FOR OTHER GENERAL NOTES RELATING TO THIS DRAWING, SEE DRAWING No B0202.

TO AS/NZS 4672.1 WITH MINIMUM BREAKING FORCE OF 250 kN.

STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 15.2mm, TENSILE STRENGTH 1 750 MPa, RELAX 2,

SCALE OR AS SHOWN.

GENERAL NOTES


B0203

STANDARD DRAWING No

EDMS No

DS2017/002807DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 SHEET B

STRAND AND REINFORCEMENT DETAILS

SUPER T GIRDER

CRANK = 6F LAP LENGTH

F

D

D

CLEARANCE

F = D + 6mm

COUPLER MANUFACTURER'S SPECIFICATION

SIZE OF COUPLER IN ACCORDANCE WITH

BARS SHALL BE THREADED TO SUIT

FOR D: 16mm TO 24mm

NOT TO SCALE

BOTTOM FLANGE REINFORCING BAR SPLICE DETAIL (G2)

APPROVED MECHANICAL COUPLER

[email protected]

DRAWING TO:


FOR D: > 16mm

DEC 2018


W.Ariyaratne

21.12.2018

CO

VE

R

30

CO

VE

R

30

CO

VE

R

30

CO

VE

R

30

CO

VE

R

30

GIRDER TYPE T1

BOTTOM STRAND PATTERN

GIRDER TYPE T2


GIRDER TYPE T3


GIRDER TYPE T4


GIRDER TYPE T5


50 = 250

5 SPACES AT

=

50 = 300

6 SPACES AT

=

=

50 = 250

5 SPACES AT

=

50 = 300

6 SPACES AT

50 = 250

5 SPACES AT

=

=

50 = 250

5 SPACES AT

50 = 300

6 SPACES AT

=

=

50 = 300

6 SPACES AT

50 = 250

5 SPACES AT

=

=

50 = 250

5 SPACES AT

AT 5

0 = 1

50

3 S

PA

CE

S

60

AT 5

0 = 1

50

3 S

PA

CE

S

60

50 = 2

00

4 S

PA

CE

S A

T

60

50 = 2

00

4 S

PA

CE

S A

T

60

50 = 2

50

5 S

PA

CE

S A

T

60

160 MAXIMUM SPACING

EQUAL SPACES

135

495

495

135

160 MAXIMUM SPACING

EQUAL SPACES

STRAND PATTERN - ALL GIRDER TYPES

TOP FLANGE REINFORCEMENT DETAILS AND

VARIABLE FLANGE WIDTH

VARIABLE FLANGE WIDTH

TYPICAL

Ø15.2 STRANDS

1 044

80

CO

VE

R

30

COVER

30

COVER

30

25 25 25 25

25 2525 25 25 25

TYPICAL

Ø15.2 STRANDS

TYPICAL

Ø15.2 STRANDS

TYPICAL

Ø15.2 STRANDS

TYPICAL

Ø15.2 STRANDS

TYPICAL

Ø15.2 STRANDS

THAN Ø24 - TYPICAL

BARS ARE GREATER

ADJACENT REINFORCING

BE OMITTED WHERE

THIS STRANDS SHALL

THAN Ø24 - TYPICAL

BARS ARE GREATER

ADJACENT REINFORCING

BE OMITTED WHERE

THIS STRANDS SHALL

� OF GIRDER

� OF GIRDER

� OF GIRDER � OF GIRDER� OF GIRDER

� OF GIRDER

G5 N16-V G5 N16-V

G6 N12-S G7 N12-S

FINISH (TYP)

100 SMOOTH

BARS TO BE THREADED TO SUIT

THE COUPLER IN ACCORDANCE

WITH COUPLER MANUFACTURER'S

SPECIFICATION

TEMPORARY

SCREW-IN

PLASTIC CAP

5mm NOM THICK POLYSTYRENE

FOAM PAD OVER END OF COUPLER

DURING PRODUCTION

FULL ENGAGEMENT MECHANICAL POSITION COUPLER

FOR CROSS GIRDER BARS

NOM

5

CAST-IN COUPLER

ADDTIONAL

COUPLER

150mm100500

2550

GENERAL NOTES

500mm4003002001000

50100


B0204

STANDARD DRAWING No

EDMS No

DS2017/002808DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1

STANDARD END TREATMENT

SUPER T GIRDER

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0201.

SCALE

[email protected]

DRAWING TO:


DEC 2018


W.Ariyaratne

21.12.2018700

800

TY

P

25 x 2

5 D

EE

P R

EC

ES

S

TY

P

25 x 2

5 D

EE

P R

EC

ES

S

700

800

WIDTH

VARIABLE

TYPICAL

1 044

WIDTH

VARIABLE

WIDTH

VARIABLE

TYPICAL

1 136

WIDTH

VARIABLE

TYPICAL

1 044

==

WIDTH

VARIABLE

TYPICAL

1 136

PLAN PLAN

VIEW VIEW

STANDARD GIRDER END TREATMENT

� GIRDER � GIRDER

� GIRDER � GIRDER

TOP TENDON

DEBONDED 800mm

FROM END OF GIRDER

TOP TENDON

DEBONDED 800mm

FROM END OF GIRDER

TOP TENDON

DEBONDED 800mm

FROM END OF GIRDER

END TREATMENT (EDGE GIRDER) END TREATMENT (INTERIOR GIRDER)

1

-

1

-

SECTION 1

-

1

-

1

-

1

30

150 X 150 FILLET

TYPICAL

INTERNAL DIAPHRAGM

FACES INCLINED

TYPICAL

TY

P

25 x 2

5 D

EE

P R

EC

ES

S


B0205

STANDARD DRAWING No

EDMS No

DS2017/002809DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 SHEET A

BONDED END REINFORCEMENT DETAILS

SUPER T GIRDER

GENERAL NOTES

500mm4003002001000

50100

[email protected]

DRAWING TO:


WHERE POSSIBLE FOR CONSISTENCY.

ACTUAL BAR MARKING OF REINFORCEMENT, BAR DIAMETER AND BAR SHAPES SHOWN HERE SHALL BE FOLLOWED

RMS STRUCTURAL DRAFTING AND DETAILING MANUAL.

DESIGN DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH, CONCRETE REINFORCEMENT DETAILING SECTION OF THE

OF BAR SIZE TO BE USED IN THE DESIGN OF THE GIRDER AND THESE SIZES SHALL BE SHOWN ON THE DESIGN DRAWINGS.

WHERE BAR SIZES HAVE BEEN SHOWN WITH THE WORDS MAX AND MIN BESIDE THEM, THE DESIGNER SHALL PROVIDE DETAILS

DENOTES COUPLED BAR.

DENOTES VARIABLE LENGTH BAR.

(IF THIS DIMENSION/SIZE IS ALTERED OTHER DIMENSIONS MAY CHANGE).

DENOTES DIMENSION/SIZE GENERALLY SUITABLE BUT CONFIRMATION REQUIRED BY THE DESIGNER

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0206, B0207 AND B0213.

SCALE OR AS SHOWN.

DEC 2018


W.Ariyaratne

21.12.2018B0205

APPROVED FOR USE STANDARD DRAWING

1

ISSUED

SHEET A


SUPER T GIRDER

GENERAL NOTES

500mm4003002001000

50100












SCALE OR AS SHOWN.

DEC 2018W.Ariyaratne

21.12.2018

SECTION 1

-

SECTION 2

-

750mm DEEP

GIRDER TYPE T1

1 000mm DEEP

GIRDER TYPE T2

SECTION 1

-

SECTION 2

-

ELEVATION

ELEVATION

355

125

150

280

125

150

100

POSITIONAL COUPLERS

FULL ENGAGEMENT

POSITIONAL COUPLERS

FULL ENGAGEMENT

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON

150

150

120

= 560

4 SPACES AT 140

120

= 560

4 SPACES AT 140

450

CR

OS

S GIR

DE

R

565

275

CR

OS

S GIR

DE

R

490

POSITIONAL COUPLERS

FULL ENGAGEMENT

POSITIONAL COUPLERS

FULL ENGAGEMENT

2

-

2

-

1

-

1

-

1

-

1

-

2

-

2

-

G7 N12-S

G7 N12-S

G1 N16-BZ

G3 N12-AZG2 N16-S MIN

G2 N28-S MAX

G4 N16-S

G3 N12-AZ

G2 3-N16-S MIN

G2 3-N28-S MAX

G2 N16-S MIN

G2 N28-S MAX

G2 N16-S MIN

G2 N28-S MAX

G2 N16-S MIN

G2 N28-S MAX

G1 N16-BZ

G8 N16-FZ

G9 N16-HH G11 N16-S

G10 N12-S

G11 N16-S

G4 N16-S

G13 N16-DZG14 N16-FZ

G9 N16-HH

G12 1-N12-V

G4 1-N16-S,

3 BUNDLES OF

G11 N16-S

G9 3-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF

G14 1-N16-FZ-140

G13 1-N16-DZ-140

G9 3-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G11 4-N16-S

G9 4-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF

G14 1-N16-FZ-140

G13 1-N16-DZ-140

G9 4-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G12 1-N12-V

G4 1-N16-S,

4 BUNDLES OF

G2 3-N16-S MIN

G2 3-N28-S MAX G10 4-N12-S

G11 4-N16-S

G4 N16-S

G8 N16-FZ

G9 N16-HH G11 N16-S

G3 N12-AZ

G10 N12-S

G4 N16-S

G9 N16-HH

G3 N12-AZ

G14 N16-FZ

G13 N16-DZ

100

G15 N28-S MAX

G15 N24-S MIN

G15 N28-S MAX

G15 N24-S MIN

(800mm LONG)

G10 4-N12-S


B0206

STANDARD DRAWING No

EDMS No

DS2017/002810DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 SHEET B


SUPER T GIRDER

500mm4003002001000

50100

GENERAL NOTES

500mm4003002001000

50100

GENERAL NOTES



SCALE OR AS SHOWN.

[email protected]

DRAWING TO:


DEC 2018


W.Ariyaratne

21.12.2018

SECTION 1

-ELEVATION

1 500mm DEEP

GIRDER TYPE T1

POSITIONAL COUPLERS

FULL ENGAGEMENT

120

= 560

4 SPACES AT 140

150

1

-

1

-

2

-

2

-

1 200mm DEEP

GIRDER TYPE T3

SECTION 1

-ELEVATION

POSITIONAL COUPLERS

FULL ENGAGEMENT150

120

= 560

4 SPACES AT 140

POSITIONAL COUPLERS

FULL ENGAGEMENT

1

-

1

-

2

-

2

-

G7 N12-S

G2 N16-S MIN

G2 N28-S MAX

G10 N12-S

G4 N16-S

G8 N16-FZ

G9 N16-HH G11 N16-S

G3 N12-AZ

G1 N16-BZ

G12 1-N12-V

G4 1-N16-S,

5 BUNDLES OF

G9 5-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF G11 4-N16-S

G2 3-N16-S MIN

G2 3-N28-S MAX

G14 1-N16-FZ-140

G13 1-N16-DZ-140

G9 5-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G9 N16-HH G11 N16-S

G7 N12-S

G8 N16-FZ

G4 N16-S

G10 N12-S

G2 N16-S MIN

G2 N28-S MAX

G2 N16-S MIN

G2 N28-S MAX

G2 N16-S MIN

G2 N28-S MAX

G1 N16-BZ

G3 N12-AZ

G12 1-N12-V

G4 1-N16-S,

7 BUNDLES OF

G9 7-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF

G14 1-N16-FZ-140

G13 1-N16-DZ-140

G9 7-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G11 4-N16-S

G2 3-N16-S MIN

G2 3-N28-S MAX

855

125

150

450

CR

OS

S GIR

DE

R

1 0

65

SECTION 2

-

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON

SECTION 2

-

555

125

150

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON

450

CR

OS

S GIR

DE

R

765

G9 N16-HH

G11 N16-S

G14 N16-FZ

G13 N16-DZ

G3 N12-AZ

G4 N16-S

G9 N16-HH

G11 N16-S

G4 N16-S

G14 N16-FZ

G3 N12-AZ

G13 N16-DZ

100

(800mm LONG)

G10 4-N12-S

(800mm LONG)

G10 4-N12-S

POSITIONAL COUPLERS

FULL ENGAGEMENT

G15 N28-S MAX

G15 N24-S MIN

G15 N28-S MAX

G15 N24-S MIN

100


B0207

STANDARD DRAWING No

EDMS No

DS2017/002811DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 SHEET C


SUPER T GIRDER

500mm4003002001000

50100

GENERAL NOTES

500mm4003002001000

50100

GENERAL NOTES



SCALE OR AS SHOWN.

[email protected]

DRAWING TO:


DEC 2018


W.Ariyaratne

21.12.2018

1 800mm DEEP

GIRDER TYPE T1

SECTION 1

-

100

POSITIONAL COUPLERS

FULL ENGAGEMENT

G9 N16-HH G11 N16-S

G8 N16-FZ

G4 N16-S

G10 N12-S

G2 N16-S MIN

G2 N28-S MAX

G2 N16-S MIN

G2 N28-S MAX

G7 N12-S

G3 N12-AZ

G1 N16-BZ

G4 N16-S

1 1

50

125

150

450

CR

OS

S GIR

DE

R

1 3

65

SECTION 2

-ELEVATION

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON

120

= 560

4 SPACES AT 140

150

1

-

1

-

2

-

2

-

PLAN

G9 N16-HH G11 N16-S

G14 N16-FZ

G3 N12-AZ

G13 N16-DZ

G12 1-N12-V

G4 1-N16-S,

8 BUNDLES OF

G9 8-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF G11 4-N16-S

G2 3-N16-S MIN

G2 3-N28-S MAX

G14 1-N16-FZ-140

G13 1-N16-DZ-140

G9 8-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G11 4-N16-S

G10 4-N12-S

G12 N12-V

G14 N16-FZ-140

G13 N16-DZ-140

G9 N16-HH-140

G3 N12-AZ-140

G9 N16-HH-150

G8 N16-FZ-150

G3 N12-AZ-150

G1 N16-BZ-150

400

(800mm LONG)

G10 4-N12-S

G15 5-N28-S-140 MAX

G15 5-N24-S-140 MIN

G15 N28-S MAX

G15 N24-S MIN


B0208

STANDARD DRAWING No

EDMS No

DS2017/002812DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 SHEET A

DEBONDED END REINFORCEMENT DETAILS

SUPER T GIRDER

GENERAL NOTES

500mm4003002001000

50100

GENERAL NOTES

500mm4003002001000

50100

[email protected]

DRAWING TO:













SCALE OR AS SHOWN.

DEC 2018


W.Ariyaratne

21.12.2018B0208

APPROVED FOR USE STANDARD DRAWING

1

ISSUED

SHEET A


SUPER T GIRDER

GENERAL NOTES

500mm4003002001000

50100

GENERAL NOTES

500mm4003002001000

50100












SCALE OR AS SHOWN.

DEC 2018W.Ariyaratne

21.12.2018

SECTION 1

-

SECTION 2

-

750mm DEEP

GIRDER TYPE T1

1 000mm DEEP

GIRDER TYPE T2

SECTION 1

-

SECTION 2

-

ELEVATION

ELEVATION

100

POSITIONAL COUPLERS

FULL ENGAGEMENT

POSITIONAL COUPLERS

FULL ENGAGEMENT

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON

150

150

120

= 560

4 SPACES AT 140

120

= 560

4 SPACES AT 140

450

CR

OS

S GIR

DE

R

565

275

CR

OS

S GIR

DE

R

490

POSITIONAL COUPLERS

FULL ENGAGEMENT

POSITIONAL COUPLERS

FULL ENGAGEMENT

280

125

355

125

1

-

1

-

2

-

2

-

820 DEBONDED ZONE

820 DEBONDED ZONE

2

-

2

-

1

-

1

-

G9 N16-HH G11 N16-S

G8 N16-FZ

G4 N16-S

G10 N12-S

G2 N16-S MIN

G2 N28-S MAX

G1 N16-BZ

G3 N12-AZ

G7 N12-S

G17 N16-EZ G16 N16-CZ

G11 N16-S

G4 N16-S

G2 N16-S MIN

G2 N28-S MAXG3 N12-AZ

G9 N16-HH

G12 1-N12-V

G4 1-N16-S,

3 BUNDLES OF

G9 3-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF

G17 1-N16-EZ-140

G16 1-N16-CZ-140

G9 4-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G11 4-N16-S

G2 3-N16-S MIN

G2 3-N28-S MAX

G9 4-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF

G9 N16-HH G11 N16-S

G7 N12-S

G8 N16-FZ

G4 N16-SG4 N16-S

G2 N16-S MIN

G2 N28-S MAX

G2 N16-S MIN

G2 N28-S MAX

G1 N16-BZ

G3 N12-AZ G3 N12-AZ

G10 N12-S

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON

G17 N16-EZ

G16 N16-CZ

G9 N16-HH G11 N16-S

G12 1-N12-V

G4 1-N16-S,

4 BUNDLES OF

G11 4-N16-S

G17 1-N16-EZ-140

G16 1-N16-CZ-140

G9 4-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G2 3-N16-S MIN

G2 3-N28-S MAX

(800mm LONG)

G10 4-N12-S

(800mm LONG)

G10 4-N12-S

G15 N28-S MAX

G15 N24-S MIN

G15 N28-S MAX

G15 N24-S MIN

100


B0209

STANDARD DRAWING No

EDMS No

DS2017/002813DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 SHEET B


SUPER T GIRDER

500mm4003002001000

50100

GENERAL NOTES

500mm4003002001000

50100

GENERAL NOTES



SCALE OR AS SHOWN.

[email protected]

DRAWING TO:


DEC 2018


W.Ariyaratne

21.12.2018

SECTION 1

-ELEVATION

1 500mm DEEP

GIRDER TYPE T1

120

= 560

4 SPACES AT 140

150

820 DEBONDED ZONE

2

-

2

-1

-

1

-

1 200mm DEEP

GIRDER TYPE T3

SECTION 1

-ELEVATION

100

POSITIONAL COUPLERS

FULL ENGAGEMENT150

120

= 560

4 SPACES AT 140

POSITIONAL COUPLERS

FULL ENGAGEMENT

820 DEBONDED ZONE

2

-

2

-

1

-

1

-

G9 N16-HH

G2 N16-S MIN

G2 N28-S MAX

G4 N16-S

G11 N16-S

G10 N12-S

G1 N16-BZ

G3 N12-AZ

G7 N12-S

G8 N16-FZ

G12 1-N12-V

G4 1-N16-S,

5 BUNDLES OF

G9 5-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF

G2 3-N16-S MIN

G2 3-N28-S MAX

G17 1-N16-EZ-140

G16 1-N16-CZ-140

G9 5-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G11 4-N16-S

G9 N16-HH G11 N16-S

G8 N16-FZ

G4 N16-S

G10 N12-S

G2 N16-S MIN


G1 N16-BZ

G7 N12-S

G12 1-N12-V

G4 1-N16-S,

7 BUNDLES OF

G9 7-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF

G17 1-N16-EZ-140

G16 1-N16-CZ-140

G9 7-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G2 3-N16-S MIN

G2 3-N28-S MAX

G11 4-N16-S

450

CR

OS

S GIR

DE

R

1 0

65

SECTION 2

-

POSITIONAL COUPLERS

FULL ENGAGEMENT

855

125

SECTION 2

-

450

CR

OS

S GIR

DE

R

765

555

125

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON

G9 N16-HH

G2 N16-S MIN

G2 N28-S MAX

G4 N16-S

G11 N16-S

G3 N12-AZ

G16 N16-CZ

G17 N16-EZ

G9 N16-HH G11 N16-S

G4 N16-S

G2 N16-S MIN


G16 N16-CZ

G17 N16-EZ

(800mm LONG)

G10 4-N12-S

(800mm LONG)

G10 4-N12-S

G15 N28-S MAX

G15 N24-S MIN

G15 N28-S MAX

G15 N24-S MIN

POSITIONAL COUPLERS

FULL ENGAGEMENT

100


B0210

STANDARD DRAWING No

EDMS No

DS2017/002814DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 SHEET C


SUPER T GIRDER

500mm4003002001000

50100

GENERAL NOTES

500mm4003002001000

50100

GENERAL NOTES



SCALE OR AS SHOWN.

[email protected]

DRAWING TO:


DEC 2018


W.Ariyaratne

21.12.2018

1 800mm DEEP

GIRDER TYPE T1

SECTION 1

-

100

N16-S

POSITIONAL COUPLERS

FULL ENGAGEMENT

G9 N16-HH G11 N16-S

G8 N16-FZ

G4 N16-S G4 N16-S

G2 N16-S MIN

G2 N28-S MAX

G2 N16-S MIN

G2 N28-S MAX

G10 N12-S

G3 N12-AZ

G1 N16-BZ

450

CR

OS

S GIR

DE

R

1 3

65

SECTION 2

-ELEVATION

120

= 560

4 SPACES AT 140

150

1 1

50

125

820 DEBONDED ZONE1

-

1

-

2

-

2

-

PLAN

G11 4-N16-S

G10 4-N12-S

G12 N12-V

G15 5-N28-S-140

G15 5-N24-S-140

G14 N16-CZ-140

G13 N16-EZ-140

G9 N16-HH-140

G3 N12-AZ-140

G9 N16-HH-150

G8 N16-FZ-150

G3 N12-AZ-150

G1 N16-BZ-150

400

FROM END OF GIRDER

DEBONDED 800mm

TOP TENDON G9 N16-HH G11 N16-S

G3 N12-AZ

G16 N16-CZ

G17 N16-EZ

G9 8-N16-HH-150

G8 1-N16-FZ-150

G3 1-N12-AZ-150

G1 1-N16-BZ-150

4 BUNDLES OF

G17 1-N16-EZ-140

G16 1-N16-CZ-140

G9 8-N16-HH-140

G3 1-N12-AZ-140

6 BUNDLES OF

G12 1-N12-V

G4 1-N16-S,

8 BUNDLES OF

G11 4-N16-S

G2 3-N16-S MIN

G2 3-N28-S MAX

G15 N28-S MAX

G15 N24-S MIN

(800mm LONG)

G10 4-N12-S


CONCRETE DETAILS

INTERMEDIATE DIAPHRAGM

SUPER T GIRDER

B0211

STANDARD DRAWING No

EDMS No

DS2017/002815DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1

500mm4003002001000

50100

GENERAL NOTES

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0201.

SCALE OR AS SHOWN.

[email protected]

DRAWING TO:


DEC 2018


W.Ariyaratne

21.12.2018

INTERMDIATE DIAPHRAGMS

TYPICAL

50 x 50 FILLET

TYPICAL

150 x 150 FILLET

INTERMEDIATE DIAPHRAGM LOCATIONS

PLAN

BY THE MANUFACTURER IN THE CASTING YARD

DENOTES LENGTHS OF INTERNAL FORMS SHALL BE DETERMINED

'n' DENOTES NUMERICAL VALUE TO SUIT LENGTH OF GIRDER

1 500mm1 0005000

250500

� OF GIRDER

�50 DRAINAGE HOLES150 MAX

100 MIN

150 MAX

100 MIN

�50 DRAINAGE HOLESA

PP

RO

X

1 0

41

4 500 MIN TO 8 000 MAX

END DIAPHRAGM

1 500 'n' (4 500 MIN TO 8 000 MAX) TYPICAL

END DIAPHRAGM

1 500

4 500 MIN TO 8 000 MAX

25

FLANGE CUT OUT

800

FLANGE CUT OUT

800

25

1

-

1

-

A

-

�50 DRAINAGE HOLE

SECTION 1

-

� OF GIRDER

TYPICAL INTERNAL DIAPHRAGM DETAIL

1

�50 DRAINAGE HOLE

FACES INCLINED - TYPICAL

INTERNAL DIAPHRAGM

FACES INCLINED - TYPICAL

INTERNAL DIAPHRAGM

TYPICAL

50 x 50 FILLET

TYPICAL

50 x 50 FILLET

1

150 MAX

100 MIN 25 DEEP RECESS

150 MAX

100 MIN

DETAIL A

-

�50 DRAINAGE HOLE

TYPICAL

50 x 50 FILLET

3030


REINFORCEMENT DETAILS

INTERMEDIATE DIAPHRAGM

SUPER T GIRDER

B0212

STANDARD DRAWING No

EDMS No

DS2017/002816DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1

500mm4003002001000

50100

GENERAL NOTES


AND B0213.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0202, B0203

SCALE OR AS SHOWN.

[email protected]

DRAWING TO:


DEC 2018


W.Ariyaratne

21.12.2018

750mm DEEP

GIRDER TYPE T1

1 000mm DEEP

GIRDER TYPE T2

SECTION 1

-

SECTION 1

-

� OF GIRDER� OF GIRDER�50 DRAINAGE HOLE �50 DRAINAGE HOLE �50 DRAINAGE HOLE

�50 DRAINAGE HOLE

REINFORCEMENT AT INTERMEDIATE DIAPHRAGM FILLETS NOT REQUIRED

1 200mm DEEP

GIRDER TYPE T3

1 500mm DEEP

GIRDER TYPE T4

1 800mm DEEP

GIRDER TYPE T5

SECTION 1

-

SECTION 1

-

SECTION 1

-

� OF GIRDER�50 DRAINAGE HOLE

� OF GIRDER

� OF GIRDER

1

-

1

-

PLAN

G18 N16-GZ G18 N16-GZ

G18 N16-GZG18 N16-GZ

G19 N12-LF

G18 N16-GZ

G19 N12-LF

G19 N12-LF

G19 N12-LF

G19 N12-LF

G19 N12-LF

G5 1-N16-V G5 1-N16-VG18 1-N16-GZ

G5 N16-V

G5 N16-V

G5 N16-V

G5 N16-V

G5 N16-V

G5 N16-V

G5 N16-V

G5 N16-V

G5 N16-V

G5 N16-V


BAR SHAPES DIAGRAM

SUPER T GIRDER

B0213

STANDARD DRAWING No

EDMS No

DS2017/002817DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1

GENERAL NOTES

REINFORCEMENT NOTES

B0208, B0209, B0210 AND B0212.

THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0202, B0203, B0205, B0206, B0207,

FOLLOWED WHERE POSSIBLE.

ACTUAL BAR MARKING OF REINFORCEMENT GRADE, BAR DIAMETER AND BAR SHAPES SHOWN HERE SHALL BE

OF THE RMS STRUCTURAL DRAFTING AND DETAILING MANUAL.

DESIGN DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH, CONCRETE REINFORCEMENT DETAILING SECTION

ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE WITH AS 5100 UNLESS SPECIFIED OTHERWISE.

BARS OF A DIAMETER GREATER THAN 24mm SHALL NOT BE REBENT.

BARS SHALL BE GRADE D500N TO AS/NZS 4671.

BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.

THE INCLUDED ANGLE OF ANY BEND SHALL BE A RIGHT ANGLE UNLESS SPECIFIED OTHERWISE.

IN MILLIMETRES.

DIMENSIONS GIVEN IN THE BAR SHAPES DIAGRAM ARE FROM THE OUTSIDE FACES OF THE BARS AND ARE

[email protected]

DRAWING TO:


DEC 2018


W.Ariyaratne

21.12.2018

1255

951

B

A

A

D D212

B

C

B

B

966

220

220

AA

200

A

B

994

400

B 19

B

62

90

A = GIRDER LENGTH MINUS 60

A = TOP FLANGE WIDTH MINUS 60A

STANDARD BAR SHAPES DIAGRAM

TOP FLANGE WIDTH

DETERMINED BY

10.556

1

100

69

1

10.556

PIN R80

PIN R

80

PIN R

80

10.556

1

FITMENT BENDS

FITMENT BENDS

FITMENT BENDS

FITMENT BENDS

FITMENT BENDS

FITMENT BENDS

FITMENT BENDS

FITMENT BENDS

D D

PIN R60

AC C

C A C

C

A

C

B B

A

CC

A

D D212

B

C

FITMENT BENDS

E

PIN R60

FITMENT BENDS

G19 N16-LF

G18 N16-GZ

360400

350

G12 N16-VG3 N12-AZ

G9 N16-HH

G13 N16-DZ

G1 N16-BZ G16 N16-CZ

G17 N16-EZ

G5 N16-V

220

220

N28-S MAX

G2 - N16-S MIN

A

G11 N16-S

G10 N12-S

G4 N16-S

N28-S MAX

G15 - N24-S MIN

G7 N12-S

G6 N12-S

G14 N16-FZ

G8 N16-FZ

BEARING INSTALLATION SEQUENCE

GENERAL NOTES

SUPPORTED ENDS

- THE CROSSFALL AND THE LONGITUDINAL GRADE OF THE GIRDER BETWEEN

- THE DEFLECTION OF THE GIRDER DUE TO THE CAST-IN-PLACE CONCRETE DECK

GIRDER ERECTION (FIRST COLUMN IN TABLE 1)

- THE ESTIMATED HOG OF THE GIRDER NOT MORE THAN TWO WEEKS PRIOR TO

HAVE BEEN DERIVED BY THE DESIGNER TAKING INTO ACCOUNT THE FOLLOWING:

DENOTES THE DIMENSIONS OF THE PRE-MOULDED EPOXY MORTAR BLOCKS THAT

'b1 - b4" INCLUSIVE SHALL BE ADJUSTED BY THE PRINCIPAL.

THE RANGE OF HOG GIVEN IN TABLE 1, THE VALUES OF 'a1 - a4' AND

PRIOR TO ERECTION OF GIRDER. IF THE MEASURED HOG IS OUTSIDE

DENOTES HOG OF GIRDER SHALL BE MEASURED NOT MORE THAN 2 WEEKS

300mm2001000

50100


RECTANGULAR BEARING DETAILS

SUPER T GIRDER

B0214

STANDARD DRAWING No

EDMS No

DS2017/002818DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1

[email protected]

DRAWING TO:


DEC 2018

TABLE 1

a1 a2 a3 a4 b2 b3 b4

H1 - H2

VERTICAL DIMENSION

OF GIRDER

RANGE OF HOG

b1

H2 - H3

H3 - H4

NECESSARY.

10. ERECT GIRDER ON TOP OF ELASTOMERIC BEARINGS AND BRACE AS

PASTE HARDENING AND IMMEDIATELY AFTER INSTALLATION.

9. CARRY OUT FINAL CHECK OF a1 - b4 DIMENSIONS PRIOR TO EPOXY

8. EXCESS EPOXY PASTE SHALL BE WIPED CLEAN.

7. BOLT EPOXY BLOCK TO SOFFIT OF GIRDER.

HOLES TO ENSURE FULL CONTACT.

THE EPOXY MORTAR BLOCK, EXCEPT OVER THE PREDRILLED

EPOXY PASTE EVENLY ON THE FULL SURFACE AREA OF THE TOP OF

FIXED TO THE SOFFIT OF THE GIRDER BY BUTTERING A SUITABLE

6. THE ATTACHMENT PLATE WITH EPOXY MORTAR BLOCK SHALL BE

5. INSTALL ELASTOMERIC BEARINGS ON TOP OF CEMENT MORTAR PADS.

MEASURED HOG.

ATTACHMENT PLATE TO THE DIMENSIONS GIVEN IN TABLE 1 TO SUIT

4. CAST EPOXY MORTAR BLOCK DIRECTLY ON TOP OF THE TOP STEEL

ERECTION OF GIRDER.

3. MEASURE THE GIRDER HOGS NOT MORE THAN 2 WEEKS PRIOR TO

2. CONSTRUCT CEMENT MORTAR PADS.

IN ACCORDANCE WITH RMS SPECIFICATION B284.

BLOCKS, SUBMIT DOCUMENTATIONS FOR HOLD POINT RELEASE

1. PRIOR TO CONSTRUCTING CEMENT PADS AND EPOXY MORTAR

THOSE WITH LINK SLABS.

THIS DRAWING APPLIES TO SIMPLY SUPPORTED GIRDERS ONLY, INCLUDING

INCREASED TO ALLOW FOR THE 20mm THICK ATTACHMENT PLATE.

IS USED, THE VALUES OF a1 - a4 AND b1 - b4 INCLUSIVE IN TABLE 1 SHALL BE

EPOXY MORTAR BLOCK/STEEL PLATE SYSTEM. IF A SINGLE MACHINED PLATE

A SINGLE MACHINED PLATE MAY BE USED IN LIEU OF THE PRE-MOULDED

THE DESIGNER.

VALUES OF A, B, R, S, H, m, L, Y AND RL'X' MUST BE DETERMINED BY

PRIOR TO GALVANIZING.

EXPOSED EDGES OF STEEL PLATES MUST BE ROUNDED TO A RADIUS OF 1.5mm

STAINLESS STEEL.

GALVANIZED AFTER FABRICATION, EXCEPT WHERE THEY ARE MADE FROM

ATTACHMENT PLATES WITH BOLTS AND WASHERS MUST BE HOT-DIP

AS SPECIFIED IN AS/NZS 1237.1.

TAPERED WASHERS MUST CONFORM WITH MATERIAL PROPERTIES

SHALL BE 4.6/S IN ACCORDANCE WITH AS 5100.6.

THE BOLTING CATEGORY FOR PRODUCT GRADE C BOLTS AND SCREWS

AS/NZS 1111.2.

HEXAGON HEAD SCREWS SHALL BE PRODUCT GRADE C IN ACCORDANCE WITH

AS/NZS 1111.1.

SECURING BOLTS SHALL BE PRODUCT GRADE C IN ACCORDANCE WITH

MARITIME SERVICE QA SPECIFICATION B240.

ALL FASTENERS SHALL CONFORM TO THE REQUIREMENTS OF ROADS AND

GRADE 316 TO ASTM A240M MUST BE USED.

CONCRETE EXPOSURE CLASSIFICATION B2, STAINLESS STEEL PLATE,

STEEL PLATE MUST CONFORM TO AS/NZS 3678-250, EXCEPT WHERE USED WITH

THE MINIMUM THICKNESS OF CEMENT MORTAR PAD TO BE 20mm.

THE MINIMUM THICKNESS OF EPOXY MORTAR BLOCKS TO BE 10mm.

FINISHED SMOOTH. EPOXY MORTAR BLOCKS TO BE TAGGED APPROPRIATELY.

THE SIDES OF THE EPOXY MORTAR PAD SHALL BE FORMED VERTICAL AND

PRIOR TO THE ERECTION OF THE GIRDER.

EPOXY MORTAR BLOCKS MUST BE CONSTRUCTED NOT MORE THAN 2 WEEKS

SPECIFICATION.

MORTAR BLOCK MUST BE IN ACCORDANCE WITH THE EPOXY MANUFACTURER'S

THE MIX RATIO OF EPOXY AND SAND AND THE TYPE OF SAND FOR THE EPOXY

CEMENT MORTAR MUST BE 40 MPa PRIOR TO BEARING INSTALLATION.

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF EPOXY MORTAR AND

SCALE OR AS SHOWN.


W.Ariyaratne

21.12.2018

VARIES

35 MIN, 65 MAX

KEEPER PLATE

DIR

EC

TIO

N O

F T

RA

FFIC

175175

35 (

TY

P)

B

=2 AT 95 = 190=

STEEL ATTACHMENT PLATE ASSEMBLY

9595

(TYP)

5 GAP

NO

M

35

20

16

250

30 30

30

9595

5 GAP

30

15

15

35

75

A

B

==

==

==

m%

PLAN

SECTION 1

-

SECTION 2

-

2

-

2

-

� OF BEARING

KEEPER PLATE

SEE DETAIL

� BEARING

AND GIRDER

HEAD SCREWS (TYP)

TO SUIT M10 HEXAGON

DRILL AND TAP HOLES

ELASTOMERIC BEARING

LAMINATED RECTANGULAR

20mm THICK PLATE

� O

F B

EA

RIN

G

?? ASSEMBLIES REQUIRED

�12 HOLES 30 x 16 FL

?? REQUIRED

HEXAGON HEAD SCREW

ISO 4018-M10 x 35 - 4.6

WITH WASHER

KEEPER PLATE

LAMINATED RECTANGULAR

ELASTOMERIC BEARING

CEMENT MORTAR PAD WITH

SURFACE ROUGHNESS NO

SMOOTHER THAN GRADE 40

SANDPAPER

CAST-IN M16 GALVANIZED FERRULES

PRE-MOULDED EPOXY

MORTAR BLOCK

HORIZONTALLAMINATED RECTANGULAR ELASTOMERIC

BEARING - SEE DETAIL

KEEPER PLATE

TOP OF BEARING RL 'X'

STEEL ATTACHMENT

PLATE, SEE DETAIL

M16 x L LONG PRODUCT GRADE C BOLT

(MIN Y THREAD LENGTH) WITH

TAPERED WASHER - TYP

MINIMUM ENGAGEMENT OF THREAD IN

FERRULE SHALL BE 30mm

DENOTES VALUE TO BE VARIED IF CENTRELINE OF GIRDER

IS OFFSET FROM CENTRELINE OF BEARING FOR m>3%

�20 HOLES

90°

(TYP)

50 NOM

1

-

1

-

PRE-MOULDED EPOXY MORTAR BLOCK

ABUTMENT B END

GIRDER PROFILE

MORTAR BLOCK

PRE-MOULDED EPOXY

a4, a3

BRIDGE CONSTRUCTION

COMPLETION OF

HORIZONTAL ON

BRIDGE CONSTRUCTION

COMPLETION OF

HORIZONTAL ON

ABUTMENT A END

PLAN OF EPOXY MORTAR BLOCK

ABUTMENT B END


HOG OF GIRDER

H

GIRDER

PSC SUPER-T CAST-IN-PLACE CONCRETE DECK

b3b2

b1 b4

SEE TABLE 1

FOR VALUES OF a1, a2, a3, a4, b1, b2, b3 AND b4

NOT TO SCALE

PLATE (TYP)

OF Ø20 HOLES IN ATTACHMENT

Ø20 HOLES TO MATCH LOCATION

a2 a3

a1 a4

a1, a2

b1, b2

b4, b3

ABUTMENT A END

ELEVATION OF GIRDER AFTER DECK CONSTRUCTION

� GIR

DE

R

� OF BEARING

� OF BEARING

� GIR

DE

R

==

R

REQUIRED

AS PART No:

RECTANGULAR LAMINATED ELASTOMERIC BEARING

S

==

500mm4003002001000

50100

� OF GIRDER AND BEARING

� O

F B

EA

RIN

G


B0215

STANDARD DRAWING No

EDMS No

DS2017/002819DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1

CIRCULAR BEARING DETAILS

SUPER T GIRDER

[email protected]

DRAWING TO:


DEC 2018

BEARING INSTALLATION SEQUENCE

GENERAL NOTES

SUPPORTED ENDS

- THE CROSSFALL AND THE LONGITUDINAL GRADE OF THE GIRDER BETWEEN

- THE DEFLECTION OF THE GIRDER DUE TO THE CAST-IN-PLACE CONCRETE DECK

GIRDER ERECTION (FIRST COLUMN IN TABLE 1)

- THE ESTIMATED HOG OF THE GIRDER NOT MORE THAN TWO WEEKS PRIOR TO

HAVE BEEN DERIVED BY THE DESIGNER TAKING INTO ACCOUNT THE FOLLOWING:

DENOTES THE DIMENSIONS OF THE PRE-MOULDED EPOXY MORTAR BLOCKS THAT

'b1 - b4" INCLUSIVE SHALL BE ADJUSTED BY THE PRINCIPAL.

THE RANGE OF HOG GIVEN IN TABLE 1, THE VALUES OF 'a1 - a4' AND

PRIOR TO ERECTION OF GIRDER. IF THE MEASURED HOG IS OUTSIDE

DENOTES HOG OF GIRDER SHALL BE MEASURED NOT MORE THAN 2 WEEKS

300mm2001000

50100

TABLE 1

a1 a2 a3 a4 b2 b3 b4

H1 - H2

VERTICAL DIMENSION

OF GIRDER

RANGE OF HOG

b1

H2 - H3

H3 - H4

NECESSARY.

10. ERECT GIRDER ON TOP OF ELASTOMERIC BEARINGS AND BRACE AS

PASTE HARDENING AND IMMEDIATELY AFTER INSTALLATION.

9. CARRY OUT FINAL CHECK OF a1 - b4 DIMENSIONS PRIOR TO EPOXY

8. EXCESS EPOXY PASTE SHALL BE WIPED CLEAN.

7. BOLT EPOXY BLOCK TO SOFFIT OF GIRDER.

HOLES TO ENSURE FULL CONTACT.

THE EPOXY MORTAR BLOCK, EXCEPT OVER THE PREDRILLED

EPOXY PASTE EVENLY ON THE FULL SURFACE AREA OF THE TOP OF

FIXED TO THE SOFFIT OF THE GIRDER BY BUTTERING A SUITABLE

6. THE ATTACHMENT PLATE WITH EPOXY MORTAR BLOCK SHALL BE

5. INSTALL ELASTOMERIC BEARINGS ON TOP OF CEMENT MORTAR PADS.

MEASURED HOG.

ATTACHMENT PLATE TO THE DIMENSIONS GIVEN IN TABLE 1 TO SUIT

4. CAST EPOXY MORTAR BLOCK DIRECTLY ON TOP OF THE TOP STEEL

ERECTION OF GIRDER.

3. MEASURE THE GIRDER HOGS NOT MORE THAN 2 WEEKS PRIOR TO

2. CONSTRUCT CEMENT MORTAR PADS.

IN ACCORDANCE WITH RMS SPECIFICATION B284.

BLOCKS, SUBMIT DOCUMENTATIONS FOR HOLD POINT RELEASE

1. PRIOR TO CONSTRUCTING CEMENT PADS AND EPOXY MORTAR

THOSE WITH LINK SLABS.

THIS DRAWING APPLIES TO SIMPLY SUPPORTED GIRDERS ONLY, INCLUDING

INCREASED TO ALLOW FOR THE 20mm THICK ATTACHMENT PLATE.

IS USED, THE VALUES OF a1 - a4 AND b1 - b4 INCLUSIVE IN TABLE 1 SHALL BE

EPOXY MORTAR BLOCK/STEEL PLATE SYSTEM. IF A SINGLE MACHINED PLATE

A SINGLE MACHINED PLATE MAY BE USED IN LIEU OF THE PRE-MOULDED

THE DESIGNER.

VALUES OF A, B, R, S, H, m, L, Y AND RL'X' MUST BE DETERMINED BY

PRIOR TO GALVANIZING.

EXPOSED EDGES OF STEEL PLATES MUST BE ROUNDED TO A RADIUS OF 1.5mm

STAINLESS STEEL.

GALVANIZED AFTER FABRICATION, EXCEPT WHERE THEY ARE MADE FROM

ATTACHMENT PLATES WITH BOLTS AND WASHERS MUST BE HOT-DIP

AS SPECIFIED IN AS/NZS 1237.1.

TAPERED WASHERS MUST CONFORM WITH MATERIAL PROPERTIES

SHALL BE 4.6/S IN ACCORDANCE WITH AS 5100.6.

THE BOLTING CATEGORY FOR PRODUCT GRADE C BOLTS AND SCREWS

AS/NZS 1111.2.

HEXAGON HEAD SCREWS SHALL BE PRODUCT GRADE C IN ACCORDANCE WITH

AS/NZS 1111.1.

SECURING BOLTS SHALL BE PRODUCT GRADE C IN ACCORDANCE WITH


ALL FASTENERS SHALL CONFORM TO THE REQUIREMENTS OF ROADS AND

GRADE 316 TO ASTM A240M MUST BE USED.

CONCRETE EXPOSURE CLASSIFICATION B2, STAINLESS STEEL PLATE,

STEEL PLATE MUST CONFORM TO AS/NZS 3678-250, EXCEPT WHERE USED WITH

THE MINIMUM THICKNESS OF CEMENT MORTAR PAD TO BE 20mm.

THE MINIMUM THICKNESS OF EPOXY MORTAR BLOCKS TO BE 10mm.

FINISHED SMOOTH. EPOXY MORTAR BLOCKS TO BE TAGGED APPROPRIATELY.

THE SIDES OF THE EPOXY MORTAR PAD SHALL BE FORMED VERTICAL AND

PRIOR TO THE ERECTION OF THE GIRDER.

EPOXY MORTAR BLOCKS MUST BE CONSTRUCTED NOT MORE THAN 2 WEEKS

SPECIFICATION.

MORTAR BLOCK MUST BE IN ACCORDANCE WITH THE EPOXY MANUFACTURER'S

THE MIX RATIO OF EPOXY AND SAND AND THE TYPE OF SAND FOR THE EPOXY

CEMENT MORTAR MUST BE 40 MPa PRIOR TO BEARING INSTALLATION.

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF EPOXY MORTAR AND

SCALE OR AS SHOWN.


W.Ariyaratne

21.12.2018

175 175

?? REQUIRED

KEEPER PLATE?? REQUIRED

30

30

B

ATTACHMENT PLATE ASSEMBLY

'n' SPACES AT 95

35

35

R (

D/2

+5)

20

15

15

16

30

B

= =

A

==

20 THICK PLATE

==

Ø12 HOLES

SECTION 2

-

PLAN

2

-

2

-

PLAN

5 N

OM G

AP

� O

F B

EA

RIN

G

VARIES

35 MIN, 65 MAX

NO

M

35

m%

SECTION 1

-

� OF BEARING

SANDPAPER

SMOOTHER THAN GRADE 40

SURFACE ROUGHNESS NO

CEMENT MORTAR PAD WITH

CAST-IN M16 GALVANIZED FERRULES

MORTAR BLOCK

PRE-MOULDED EPOXY

HORIZONTALBEARING - SEE DETAIL

CIRCULAR LAMINATED ELASTOMERIC

KEEPER PLATE

TOP OF BEARING RL 'X'

PLATE, SEE DETAIL

STEEL ATTACHMENT

FERRULE SHALL BE 30mm

MINIMUM ENGAGEMENT OF THREAD IN

TAPERED WASHER - TYP

(MIN Y THREAD LENGTH) WITH

M16 x L LONG PRODUCT GRADE C BOLT

90°

(TYP)

50 NOM

M10 SCREWS

HOLES IN PLATE FOR

MATCH DRILL AND TAP

ELASTOMERIC BEARING

CIRCULAR LAMINATED

ELASTOMERIC BEARING

CIRCULAR LAMINATED

KEEPER PLATE

SEE DETAIL

KEEPER PLATE � OF BEARING AND GIRDER

CUT FROM 16 THICK PLATE

3%>FROM CENTRELINE OF BEARING FOR m

CENTRELINE OF GIRDER IS OFFSET

DENOTES VALUE TO BE VARIED IF

SECURING BOLTS

�20 HOLES FOR

DIR

EC

TIO

N O

F T

RA

FFIC

WITH WASHER

ISO 4018-M10 x 35 - 4.6

HEXAGON HEAD SCREWSREQUIRED

AS PART No:

CIRCULAR LAMINATED ELASTOMERIC BEARING

D

500mm4003002001000

50100

b4, b3

b1, b2

PRE-MOULDED EPOXY MORTAR BLOCK

ABUTMENT B END

GIRDER PROFILE

MORTAR BLOCK

PRE-MOULDED EPOXY

a4, a3

BRIDGE CONSTRUCTION

COMPLETION OF

HORIZONTAL ON

BRIDGE CONSTRUCTION

COMPLETION OF

HORIZONTAL ON

ELEVATION OF GIRDER AFTER DECK CONSTRUCTION

ABUTMENT A END


H

HOG OF GIRDER

KEEPER PLATE BOLTS NOT SHOWN

FOR VALUES OF a1, a2, a3, a4, b1, b2, b3 AND b4 - SEE TABLE 1

NOT TO SCALE

GIRDER

PSC SUPER-T

ABUTMENT B END


CAST-IN-PLACE CONCRETE DECK

ABUTMENT A END

b3b2

b1 b4

a3a2

a1 a4IN ATTACHMENT PLATE - TYP

Ø20 HOLES TO MATCH Ø20 HOLES

1

-

1

-

a1, a2

� OF BEARING

� O

F GIR

DE

R

� OF BEARING

� O

F GIR

DE

R

GENERAL NOTES

300mm2001000

50100


LATERAL RESTRAINT

SUPER T GIRDER

B0216

STANDARD DRAWING No

EDMS No

DS2017/002820DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1

[email protected]

DRAWING TO:


FASTENERS SHALL CONFORM GRADE 316 (A4) TO ISO 3506.


FASTENERS SHALL CONFORM TO THE REQUIREMENTS OF ROADS AND

STAINLESS STEEL RETAINER PLATE GRADE 316 TO ASTM A240M.

SCALE

DEC 2018


W.Ariyaratne

21.12.2018

ELEVATION

PLAN

OR PIER HEADSTOCK

TOP OF SILL BEAM

CROSSFALL

OR PIER HEADSTOCK

CROSSFALL TO MATCH SILL BEAM

ELEVATION OF LATERAL RESTRAINT BLOCK

PAD - TYP

ELASTOMERIC BEARING

BEARING MORTAR PAD - TYP

PSC SUPER T GIRDER

MORTAR BLOCK

PRE-MOULDED EPOXY

BEARING ATTACHMENT PLATE

1

-

1

-

VIEW 1

-

BEARING BLOCK

GIRDER TYPE AND BEARING HEIGHT USED

DENOTES NOMINAL DIMENSION WHICH MAY BE ADJUSTED TO SUIT

40 x 200 x 200 LONG

SUGGESTED BEARING BLOCK SIZE

BOTTOM EDGE OF GIRDER

END OF GIRDER

BEARING BLOCK NOT SHOWN

ABUTMENT APPLICATION SHOWN

MAINTAIN A 10mm UNIFORM GAP BETWEEN THE BEARING BLOCK AND THE GIRDER

ON SITE AND THE BEARING BLOCK THICKNESS SHALL BE SHAPED TO

DENOTES THE GAP BETWEEN THE GIRDER AND THE RECESS SHALL BE MEASURED

BEARING BLOCK RECESS

RETAINER PLATE

5 THICK STAINLESS STEEL

OF HDPE BEARING BLOCK

AND 20mm SET BACK FROM THE FACE

WITH CONCRETE LATERAL RESTRAINT

5 THICK RETAINER PLATE SET FLUSH

TAPPING SCREW

M6 x 20 LONG SELF

GAP

30 NOM

40

35

35

30

TY

P

200

200

200

400

95

210

95

140

150

500

� OF GIRDER

� OF GIRDER

� OF RESTRAINT BLOCK

CLEAR GAP (TYP)

10 NOM

RECESS (TYP)

20 DEEP

HAVE BEEN ERECTED, ALIGNED AND FIXED IN THEIR FINAL POSITION

LATERAL RESTRAINT BLOCKS SHALL BE CAST AFTER GIRDERS

M10 MECHANICAL FASTENER

NYLON OR OTHER SUITABLE LOW FRICTION MATERIAL

BEARING BLOCK MAY BE MANUFACTURED FROM HDPE,


DEBONDED LINK SLAB DETAILS

SUPER T GIRDER

B0217

STANDARD DRAWING No

EDMS No

DS2017/002821DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1

GENERAL NOTES DESIGN ASSUMPTIONS

300mm2001000

50100

[email protected]

DRAWING TO:

SEND FEEDBACK ON THIS STANDARD TWO WAY CROSSFALL

MAXIMUM SLS LIVE LOAD ROTATION = 0.003 RADIANS

REQUIRED COVER: 45mm UNO.

REINFORCEMENT GRADE D500N TO AS/NZS 4671.

CONCRETE IN THE DECK: 40MPa.

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF

CONCRETE EXPOSURE CLASSIFICATION: B1.

MINIMUM AGE OF THREE DAYS AND ACHIEVED A COMPRESSIVE STRENGTH OF 32MPa.

LINK SLAB CONCRETE SHALL BE PLACED AFTER MIDSPAN CONCRETE HAS REACHED A

EDGING TOOLS MUST NOT BE USED AT DECK CONSTRUCTION JOINTS.

HOG OF THE GIRDERS AND THE VERTICAL ALIGNMENT.

DECK THICKNESS SHALL BE INCREASED WHERE REQUIRED TO ALLOW FOR VARIATION IN THE

SHALL BE 200mm.

THE MINIMUM THICKNESS OF LINK SLABS, INCLUDING BITUMEN IMPREGNATED FIBRE BOARD,

SCALE OR AS SHOWN.

DEC 2018


W.Ariyaratne

21.12.2018

N16-S-150 TYP

FROM GIRDER - TYP

REINFORCEMENT PROJECTING

N16-S-75

N16-V-150

N16-V-150SEE GENERAL NOTES

DECK THICKNESS

GIRDER FLANGE

IMPREGNATED FIBRE BOARD

NOMINAL 10 THICK BITUMEN

GIRDER FLANGE

TYPICAL

MINIMUM N16-V-150

BY THE DESIGNER

TO BE DETERMINED

IMPREGNATED FIBRE BOARD

NOMINAL 10 THICK BITUMEN

CROSSFALL NOT SHOWN

THICKNESS OF THE BITUMEN IMPREGNATED FIBRE BOARD

DENOTES COVER DIMENSION SHOWN EXCLUDES THE

CROSSFALL NOT SHOWN

PARALLEL TO BRIDGE CONTROL LINE

DENOTES DIMENSION MEASURED ALONG BRIDGE CONTROL LINE

(MIN 100 LAP AT JOINTS)

SIMILAR PRODUCT TO SEAL GAP

300 WIDE BITAC TAPE OR SUITABLE

LONGITUDINAL SECTION

SECTION 1

-

SECTION 2

-

TYP

50

GAP

20 NOM

TYP

20 NOMNOM GAP

100

870 TYP

DEBONDED ZONE

800 TYP

END CROSS GIRDER

75

75

730

560 LAP - TYP

40 TYP

DE

CK

CA

ST-I

N-SIT

U

GIR

DE

R F

LA

NG

E

DE

CK

CA

ST-I

N-SIT

UDENOTES DIMENSION MEASURED SQUARE TO THE � OF PIER

� OF PIER

200 M

IN

CJ

CJ

AT G

AP

53 C

OV

ER

1

-

1

-

2

-

2

-

46 C

OV

ER

45 C

OV

ER

40

N16-S-75

SUPER-T GIRDER SUPER-T GIRDER

MANUFACTURE OF GIRDER

EDGES CHAMFERED 12 x 12 IN

b0200 - super t girder - full set - transport for nsw...denotes web thickness to be verifed by the...

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