+
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
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
100 x 75 FILLET (TYP)
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
100 x 75 FILLET (TYP)
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
100 x 75 FILLET (TYP)
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
100 x 75 FILLET (TYP)
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0202
STANDARD DRAWING No
EDMS No
DS2017/002806DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1 SHEET A
STRAND AND REINFORCEMENT DETAILS
SUPER T GIRDER
GENERAL NOTES
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0203
STANDARD DRAWING No
EDMS No
DS2017/002807DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
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
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
FOR D: > 16mm
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
BOTTOM STRAND PATTERN
GIRDER TYPE T3
BOTTOM STRAND PATTERN
GIRDER TYPE T4
BOTTOM STRAND PATTERN
GIRDER TYPE T5
BOTTOM STRAND PATTERN
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0204
STANDARD DRAWING No
EDMS No
DS2017/002808DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1
STANDARD END TREATMENT
SUPER T GIRDER
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0201.
SCALE
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0205
STANDARD DRAWING No
EDMS No
DS2017/002809DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1 SHEET A
BONDED END REINFORCEMENT DETAILS
SUPER T GIRDER
GENERAL NOTES
500mm4003002001000
50100
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
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
DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018B0205
APPROVED FOR USE STANDARD DRAWING
1
ISSUED
SHEET A
BONDED END REINFORCEMENT DETAILS
SUPER T GIRDER
GENERAL NOTES
500mm4003002001000
50100
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 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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0206
STANDARD DRAWING No
EDMS No
DS2017/002810DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1 SHEET B
BONDED END REINFORCEMENT DETAILS
SUPER T GIRDER
500mm4003002001000
50100
GENERAL NOTES
500mm4003002001000
50100
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS DRAWING, SEE DRAWING No B0205.
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0205, B0207 AND B0213.
SCALE OR AS SHOWN.
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0207
STANDARD DRAWING No
EDMS No
DS2017/002811DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1 SHEET C
BONDED END REINFORCEMENT DETAILS
SUPER T GIRDER
500mm4003002001000
50100
GENERAL NOTES
500mm4003002001000
50100
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS DRAWING, SEE DRAWING No B0205.
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0205, B0206 AND B0213.
SCALE OR AS SHOWN.
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0208
STANDARD DRAWING No
EDMS No
DS2017/002812DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1 SHEET A
DEBONDED END REINFORCEMENT DETAILS
SUPER T GIRDER
GENERAL NOTES
500mm4003002001000
50100
GENERAL NOTES
500mm4003002001000
50100
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
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 B0209, B0210 AND B0213.
SCALE OR AS SHOWN.
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018B0208
APPROVED FOR USE STANDARD DRAWING
1
ISSUED
SHEET A
DEBONDED END REINFORCEMENT DETAILS
SUPER T GIRDER
GENERAL NOTES
500mm4003002001000
50100
GENERAL NOTES
500mm4003002001000
50100
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 B0209, B0210 AND B0213.
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0209
STANDARD DRAWING No
EDMS No
DS2017/002813DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1 SHEET B
DEBONDED END REINFORCEMENT DETAILS
SUPER T GIRDER
500mm4003002001000
50100
GENERAL NOTES
500mm4003002001000
50100
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS DRAWING, SEE DRAWING No B0208.
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0208, B0210 AND B0213.
SCALE OR AS SHOWN.
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
G2 N28-S MAXG3 N12-AZ
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
G2 N28-S MAXG3 N12-AZ
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0210
STANDARD DRAWING No
EDMS No
DS2017/002814DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1 SHEET C
DEBONDED END REINFORCEMENT DETAILS
SUPER T GIRDER
500mm4003002001000
50100
GENERAL NOTES
500mm4003002001000
50100
GENERAL NOTES
FOR OTHER GENERAL NOTES RELATING TO THIS DRAWING, SEE DRAWING No B0208.
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0208, B0209 AND B0213.
SCALE OR AS SHOWN.
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
CONCRETE DETAILS
INTERMEDIATE DIAPHRAGM
SUPER T GIRDER
B0211
STANDARD DRAWING No
EDMS No
DS2017/002815DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
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.
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
REINFORCEMENT DETAILS
INTERMEDIATE DIAPHRAGM
SUPER T GIRDER
B0212
STANDARD DRAWING No
EDMS No
DS2017/002816DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1
500mm4003002001000
50100
GENERAL NOTES
DENOTES VARIABLE LENGTH BAR.
AND B0213.
THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RMS DRAWING No B0202, B0203
SCALE OR AS SHOWN.
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
BAR SHAPES DIAGRAM
SUPER T GIRDER
B0213
STANDARD DRAWING No
EDMS No
DS2017/002817DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
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
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
RECTANGULAR BEARING DETAILS
SUPER T GIRDER
B0214
STANDARD DRAWING No
EDMS No
DS2017/002818DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
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.
DIRECTOR BRIDGES AND STRUCTURES
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
PLAN OF EPOXY MORTAR BLOCK
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
B0215
STANDARD DRAWING No
EDMS No
DS2017/002819DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1
CIRCULAR BEARING DETAILS
SUPER T GIRDER
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
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
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.
DIRECTOR BRIDGES AND STRUCTURES
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
PLAN OF EPOXY MORTAR BLOCK
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
PLAN OF EPOXY MORTAR BLOCK
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
COPYRIGHT ROADS AND MARITIME SERVICES 2018
LATERAL RESTRAINT
SUPER T GIRDER
B0216
STANDARD DRAWING No
EDMS No
DS2017/002820DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD
FASTENERS SHALL CONFORM GRADE 316 (A4) TO ISO 3506.
MARITIME SERVICE QA SPECIFICATION B240.
FASTENERS SHALL CONFORM TO THE REQUIREMENTS OF ROADS AND
STAINLESS STEEL RETAINER PLATE GRADE 316 TO ASTM A240M.
SCALE
DEC 2018
DIRECTOR BRIDGES AND STRUCTURES
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,
COPYRIGHT ROADS AND MARITIME SERVICES 2018
DEBONDED LINK SLAB DETAILS
SUPER T GIRDER
B0217
STANDARD DRAWING No
EDMS No
DS2017/002821DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
1
ISSUEDSTATUS
A1
GENERAL NOTES DESIGN ASSUMPTIONS
300mm2001000
50100
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
DIRECTOR BRIDGES AND STRUCTURES
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