b0301 - psc plank girder full set - rms.nsw.gov.au · psc plank girder b0301 standard drawing no...
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GENERAL NOTES
IS LESS THAN 6mm.
THE SHEAR DEFLECTION DUE TO SELF WEIGHT OF THE SUPERSTRUCTURE
DENOTES THAT BEARINGS MAY BE INSTALLED ON AN INCLINE PROVIDED
THE SIDES OF THE GROUT PADS AFTER THE REMOVAL OF FORMWORK.
MINIMUM OF 3 DAYS AND CURING COMPOUNDS SHALL BE APPLIED TO
THE FORMWORK FOR THE GROUT PADS MUST REMAIN IN PLACE FOR A
EDGES OF BASE PLATES.
SIDE FACES OF GROUT PADS SHALL BE VERTICAL AND FLUSH WITH
UNDER THE BASE PLATES.
RECESSES ARE COMPLETELY FILLED AND THAT THERE ARE NO VOIDS
GROUTING SHALL BE CARRIED OUT TO ENSURE THAT THE FORMED
MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 40MPa.
CEMENTITIOUS GROUT EPIREZ SUPERFLOW HF OR APPROVED EQUIVALENT.
GROUT PADS AND SHALL BE SHRINKAGE COMPENSATED HIGH FLOW
DENOTES THE GROUT USED TO FILL FORMED RECESSES AND CONSTRUCT
AND 70mm AT ANY LOCATION.
DENOTES THE MINIMUM AND MAXIMUM THICKNESS OF GROUT SHALL BE 15mm
WELDNG SYMBOLS COMPLY WITH AS 1101.3.
THE WELD CATEGORY SHALL BE 1C, IN ACCORDANCE WITH AS/NZS 1554.6.
STEEL PLATE SHALL BE STAINLESS STEEL GRADE 304 TO ASTM A276.
THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF GROUT SHALL BE 40MPa.
SCALE OR AS SHOWN.
100 200 300 400 500mm0
10050
COPYRIGHT ROADS AND MARITIME SERVICES 2018
BEARING DETAILS
PSC PLANK GIRDER
B0301
STANDARD DRAWING No
EDMS No
DS2017/000886DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
21.12.2018
W.Ariyaratne
PSC PLANK
Mb
Ma
ABUTMENT A END
PSC PLANK
TABLE 1
PLANK TO SUIT BEARING USED
5 DEEP RECESS IN SOFFIT OF
ABUTMENT B END
LONGITUDINAL GRADE ON TOP OF BEARING BASEPLATE
%
%
%
%
%
%
NO
M NO
M
CAST-IN-PLACE CONCRETE DECK
PSC PLANK
ELEVATION OF PLANK AFTER DECK CONSTRUCTION
BEARING GROUT PAD
ELASTOMERIC BEARING
MODIFIED LAMINATED
TOP OF BEARING
25 MIN
No
SPAN
STRANDS AND LONGITUDINAL REINFORCEMENT
DENOTES 170 MIN SUBJECT TO ADEQUATE ANCHORAGE OF
TO SUIT BEARING DIMENSIONS
6 THICK BEARING BASE PLATE
1
-
1
-
-
B
SECTION 1
-
WITH DEPTH TO SUIT
Ø60 FORMED RECESS
100 200 300 400 500mm0
10050
100 200 300 400 500mm0
10050
OR SILL BEAM
TOP OF HEADSTOCK
90î€
AND PLANK
CL OF BEARING, DOWEL
CL OF BEARING
CL OF BEARING
MEASURED HOG Ma Mb
FROM THE FIGURES IN TABLE 1 ACCORDINGLY.
THE TOP OF BASEPLATES SHALL BE DETERMINED
THE ERECTION OF THE PLANKS AND THE GRADE OF
HOGS SHALL BE MEASURED WITHIN TWO WEEKS PRIOR TO
50 50
50
50
6 THICK PLATE
PLAN
BEARING BASEPLATE ASSEMBLY
A
==
B
==
50
10
LENGTH TO SUIT
GRADE 304 TO ASTM A276
Ø20 STAINLESS STEEL DOWEL
6
A
-
2
-
2
-
SECTION 2
-
0 100 200 300mm
100 50
LEVELLING SCREWS
Ø10 HOLES FOR Ø8
STAINLESS STEEL DOWEL
Ø21 HOLE FOR Ø20
FOR LEVELLING CONTROL
GRADE 304 TO ASTM A276
M8 STAINLESS STEEL NUT
PLATE - TYP
TO UNDERSIDE OF
TACK WELD NUT
PAD HAS SET AND VOID SHALL BE FILLED WITH GROUT
LEVELLING SCREWS SHALL BE REMOVED WHEN GROUT
DETAIL B
-
CO
VE
R
20 M
INØ60
IN R
EC
ES
S
50 M
IN E
MB
ED
ME
NT PAD
BEARING GROUT
FORMED RECESS
BASEPLATE
6 THICK BEARING
OF BEARING BASEPLATE
TO ASTM A276 FOR LEVELLING
MACHINE SCREW GRADE 304/A2
M8 x 75 LONG STAINLESS STEEL
DOWEL
Ø20 STAINLESS STEEL
DETAIL A
-
0
50
150mm10050
25
0
50
150mm10050
25
SCALE
GENERAL NOTES
COPYRIGHT ROADS AND MARITIME SERVICES 2018
STANDARD SIZES
PSC PLANK GIRDER
B0302
STANDARD DRAWING No
EDMS No
DS2017/000887DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
300mm2001000
50100
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
700 10
10
50
2 4
b t
3
b
3
9
9
9
9
6
7
7
7
7
7
6
7
7
7
7
7
455
535
600
348
291
265
226
188
148
(mm)
DEPTH
300
380
A (mm ) I (mm ) Y (mm) Z (mm ) Z (mm )
(m)
LENGTH(S)
SPAN
7 AND 8
9 AND 10
11 AND 12
13 AND 14
15 AND 16
17 AND 184.746 x 10
3.491 x 10
2.691 x 10
2.043 x 10
1.421 x 10
8.828 x 108.645 x 10
1.398 x 10
2.014 x 10
2.636 x 10
3.279 x 10
4.694 x 10 1.652 x 10
1.015 x 10
7.124 x 10
4.614 x 10
2.678 x 10
1.310 x 10 178 000
226 000
271 000
248 314
287 314
347 314
SECTION PROPERTIES
13m AND 14m SPANS 15m AND 16m SPANS 17m AND 18m SPANS
11m AND 12m SPANS9m AND 10m SPANS7m AND 8m SPANS
50500
300
600
5050050
380
600
5050050
455
600
5050050
700
350
300300
600600
300300
5050050
600
330
535
270
300300
600
5050050
300
VOID
300
VOID
300
VOID
20
20
20
20
20
20
� OF PLANK
� OF PLANK
� OF PLANK
AND VOID
� OF PLANK
AND VOID
� OF PLANK
AND VOID
� OF PLANK
� OF VOID� OF VOID
� OF VOID
S XA
DESIGN ASSUMPTIONS
STANDARD BAR SHAPES DIAGRAM
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
6 880
160
160
375
230
230
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE
300mm2001000
50100
COPYRIGHT ROADS AND MARITIME SERVICES 2018
7m SPAN
PSC PLANK GIRDER
B0303
STANDARD DRAWING No
EDMS No
DS2017/000888DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 3.2 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 8mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 4mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
110 1-
STRANDS NOT SHOWN
110
6 950
Q2
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
5050
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
250150 250 150
TYP
475
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED Q2 2-N12-A-250
Q1 1-N12-X-250,
20 BUNDLES OF
Q2 6-N12-A-150
LAPPED WITH Q1 BARS
2 SETS OF
Q1 4-N12-X-150
Q1 5-N12-X-50
SHOWN IN SECTION
Q3 2-N16-S SPACED AS
2 SETS OF
Q2 6-N12-A-150
LAPPED WITH Q1 BARS
Q1 4-N12-X-150
Q1 5-N12-X-50
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
2
-
2
-
1
-
1
-
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK.
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK.
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK.
ELEVATION
PLAN
0 200 400 600 800
200 100
1 000mm
0 200 400 600 800
200 100
1 000mm
VIEW 1
-
600
300
300300
20
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
� OF PLANK
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
50 50500
Q3
SECTION 2
-
10/�12.7mm STRANDS
Q1
Q2
110
55
50
55
75
AT 50 = 150
3 SPACES
150
AT 50 = 150
3 SPACES
75
ALL STRANDS TO BE STRAIGHT
S XA
STANDARD BAR SHAPES DIAGRAM
7 880
160
160
375
230
230
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
COPYRIGHT ROADS AND MARITIME SERVICES 2018
8m SPAN
PSC PLANK GIRDER
B0304
STANDARD DRAWING No
EDMS No
DS2017/000889DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 3.6 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 11mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 6mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
20
VIEW 1
-
300300
300
600
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
� OF PLANK
50 50500
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
Q3
SECTION 2
-
12/�12.7mm STRANDS
Q1
Q2
110
55
50
55
75
AT 50 = 150
3 SPACES
150
AT 50 = 150
3 SPACES
75
ALL STRANDS TO BE STRAIGHT
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
110 1-
STRANDS NOT SHOWN
110
Q2
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
5050
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
7 950
150
975 TYP
150 250 250
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
ELEVATION
PLAN
LAPPED WITH Q1 BARS
Q2 6-N12-A-150
2 SETS OF
Q1 4-N12-X-150
SHOWN IN SECTION
Q3 2-N16-S SPACED ASLAPPED WITH Q1 BARS
Q2 6-N12-A-150
2 SETS OF
Q1 4-N12-X-150
Q1 5-N12-X-50
Q2 2-N12-A-250
Q1 1-N12-X-250,
24 BUNDLES OF
Q1 5-N12-X-50
PLANK TYPE C - FIRST THREE PAIRS OF Q1 BARS ARE NOT REQUIRED AT EITHER END OF PLANK.
PLANK TYPE B - FIRST THREE PAIRS OF Q1 BARS ARE NOT REQUIRED AT ONE END OF PLANK.
PLANK TYPE A - FIRST THREE PAIRS OF Q1 BARS ARE REQUIRED AT EACH END OF PLANK.
2
-
2
-
1
-
1
-0 200 400 600 800
200 100
1 000mm
0 200 400 600 800
200 100
1 000mm
S X
STANDARD BAR SHAPES DIAGRAM
8 880
310
310
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
COPYRIGHT ROADS AND MARITIME SERVICES 2018
9m SPAN
PSC PLANK GIRDER
B0305
STANDARD DRAWING No
EDMS No
DS2017/000890DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 5.2 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 11mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 6mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE COVER REQUIRED SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
110
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
1-
STRANDS NOT SHOWN
Q2
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
50 50
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
8 950
250250150
ELEVATION
PLAN
SHOWN IN SECTION
Q3 2-N20-S SPACED AS110
Q1 9-N12-X-150
Q1 5-N12-X-50
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
Q2 2-N12-L-250
Q1 1-N12-X-250,
22 BUNDLES OF
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
Q1 5-N12-X-50 Q1 9-N12-X-150
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK.
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK.
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK.PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
150
2
-
2
-
1
-
1
-
0 200 400 600 800
200 100
1 000mm
0 200 400 600 800
200 100
1 000mm
20
380
300300
600
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
� OF PLANK
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
VIEW 1
-
50 50500
Q3
SECTION 2
-
12/�12.7mm STRANDS
Q1
Q2
110
55
50
55
75
AT 50 = 150
3 SPACES
150
AT 50 = 150
3 SPACES
75
ALL STRANDS TO BE STRAIGHT
S X
STANDARD BAR SHAPES DIAGRAM
9 880
310
310
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
COPYRIGHT ROADS AND MARITIME SERVICES 2018
10m SPAN
PSC PLANK GIRDER
B0306
STANDARD DRAWING No
EDMS No
DS2017/000891DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 5.7 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 14mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 9mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
20
VIEW 1
-
300300
380
600
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
� OF PLANK
50 50500
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
Q3
SECTION 2
-
14/�12.7mm STRANDS
Q1
Q2
110
55
50
55
75
AT 50 = 150
3 SPACES
150
AT 50 = 150
3 SPACES
75
ALL STRANDS TO BE STRAIGHT
110 1101-
STRANDS NOT SHOWN
Q2
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
50 50
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
9 950
250150 250 150
ELEVATION
PLAN
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
1
-
1
-
2
-
2
-
Q1 5-N12-X-50
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
SHOWN IN SECTION
Q3 2-N20-S SPACED AS
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
Q1 5-N12-X-50 Q1 9-N12-X-150
Q2 2-N12-L-250
Q1 1-N12-X-250,
26 BUNDLES OF
Q1 9-N12-X-150
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK.
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK.
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK.
0 200 400 600 800
200 100
1 000mm
0 200 400 600 800
200 100
1 000mm
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
S X
STANDARD BAR SHAPES DIAGRAM
386
386
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
10 880
COPYRIGHT ROADS AND MARITIME SERVICES 2018
11m SPAN
PSC PLANK GIRDER
B0307
STANDARD DRAWING No
EDMS No
DS2017/000892DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 7.6 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 17mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 9mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
110
1101-
STRANDS NOT SHOWN
Q2
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
50 50
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
10 950
250 250150 150
Q1 5-N12-X-50 Q1 9-N12-X-150
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
SHOWN IN SECTION
Q3 2-N20-S SPACED AS
WITH 12-X-1 BARS
Q2 11-N12-L-150 LAPPED
2 SETS OF
Q1 5-12-X-50
Q1 9-N12-X-150
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
ELEVATION
PLAN
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK.
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK.
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK.
Q2 2-N12-L-250
Q1 1-N12-X-250,
30 BUNDLES OF
2
-
2
-
1
-
1
- 1 000mm8006004002000
100200
1 000mm8006004002000
100200
20
VIEW 1
-
455
600
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
� OF PLANK
50 50500
300 300
Q3
SECTION 2
-
16/�12.7mm STRANDS
Q1
Q2
110
55
75
AT 50 = 150
3 SPACES
150
AT 50 = 150
3 SPACES
75
ALL STRANDS TO BE STRAIGHT
50
50
55
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
S X
STANDARD BAR SHAPES DIAGRAM
385
385
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
11 880
COPYRIGHT ROADS AND MARITIME SERVICES 2018
12m SPAN
PSC PLANK GIRDER
B0308
STANDARD DRAWING No
EDMS No
DS2017/000893DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 8.3 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 18mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 11mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
20
VIEW 1
-
300300
455
600
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
� OF PLANK
50 50500
Q3
SECTION 2
-
18/�12.7mm STRANDS
Q1
Q2
110
55
75
AT 50 = 150
3 SPACES
150
AT 50 = 150
3 SPACES
75
ALL STRANDS TO BE STRAIGHT
50
50
55
OF 2 000mm AT EACH END
SHEATHED FOR DISTANCE
THESE STRANDS SHALL BE
110110
1-
Q2
50
11 950
250250150 150
50
2
-
2
-
1
-
1
-
ELEVATION
PLAN
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK
WITH Q1 BARS
Q2 11-N12-L-150 LAPPED
2 SETS OF
Q1 9-N12-X-150Q1 5-N12-X-50
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
SHOWN IN SECTION
Q3 2-N20-S SPACED AS
WITH Q1 BARS
Q2 11-N12-L-150 LAPPED
2 SETS OF
Q1 5-N12-X-50Q1 9-N12-X-150Q2 2-N12-L-250
Q1 1-N12-X-250,
34 BUNDLES OF
STRANDS NOT SHOWN
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
1 000mm8006004002000
100200
1 000mm8006004002000
100200
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
S X
STANDARD BAR SHAPES DIAGRAM
8 880
465
465
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
COPYRIGHT ROADS AND MARITIME SERVICES 2018
13m SPAN
PSC PLANK GIRDER
B0309
STANDARD DRAWING No
EDMS No
DS2017/000894DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 8.4 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 17mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 11mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
VIEW 1
-
300300
535
270
600
300
VOID
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
� OF PLANK
50 50
20
500
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
SECTION 2
-
16/�12.7mm STRANDS
Q1
Q2
110
55
ALL STRANDS TO BE STRAIGHT
50
50
55
Q3
OF 2 000mm AT EACH END
SHEATHED FOR DISTANCE
THESE STRANDS SHALL BE
75
9 SPACES AT 50= 450
75
110 110
STRANDS NOT SHOWN
1-
12 950
Q2
MIN MIN
200
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED200
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
Ø300 VOID
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
SHOWN IN SECTION
Q3 4-N20-S SPACED AS
WITH Q1 BARS
Q2 11-N12-L-150 LAPPED
2 SETS OF
Q1 5-N12-X-50 Q1 9-N12-X-150
Q2 2-N12-L-250
Q1 1-N12-X-250,
38 BUNDLES OF
Q1 9-N12-X-150 Q1 5-N12-X-50
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK
250 250150 150
50 50
1
-
2
-
1
-
2
-
ELEVATION
PLAN
Ø300 VOID
0 200 400 600 800
200 100
1 000mm
0 200 400 600 800
200 100
1 000mm
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
S X
STANDARD BAR SHAPES DIAGRAM
465
465
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
13 880
COPYRIGHT ROADS AND MARITIME SERVICES 2018
14m SPAN
PSC PLANK GIRDER
B0310
STANDARD DRAWING No
EDMS No
DS2017/000895DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 9.0 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 18mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 12mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
110 110
STRANDS NOT SHOWN
1-
Q2
200
MIN MIN
200
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
5050
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
2
-
1
-
1
-
2
-
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
Ø300 VOID
Ø300 VOID
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
Q1 5-N12-X-50 Q1 9-12-X-150
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK
Q2 2-N12-L-250
Q1 1-N12-X-250,
42 BUNDLES OF
Q1 9-12-X-150 Q1 5-N12-X-50
WITH Q1 BARS
Q2 11-N12-L-150 LAPPED
2 SETS OF
SHOWN IN SECTION
Q3 4-N20-S SPACED AS
13 950
250 250 150150
ELEVATION
PLAN
1 000mm8006004002000
100200
1 000mm8006004002000
100200
20
VIEW 1
-
300300
535
270
600
300
VOID
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
� OF PLANK
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
50 50500
SECTION 2
-
18/�12.7mm STRANDS
Q1
Q2
110
55
ALL STRANDS TO BE STRAIGHT
50
50
55
Q3
OF 2 000mm AT EACH END
SHEATHED FOR DISTANCE
THESE STRANDS SHALL BE
75
9 SPACES AT 50= 450
75
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
S X
STANDARD BAR SHAPES DIAGRAM
530
530
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
14 880
COPYRIGHT ROADS AND MARITIME SERVICES 2018
15m SPAN
PSC PLANK GIRDER
B0311
STANDARD DRAWING No
EDMS No
DS2017/000896DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 11.1 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 20mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 12mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
20
VIEW 1
-
300300
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
600
330
600
300
VOID
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
� OF PLANK
50 50500
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
SECTION 2
-
20/�12.7mm STRANDS
Q1
Q2
110
55
ALL STRANDS TO BE STRAIGHT
50
50
55
75
9 SPACES AT 50= 450
75
Q3
OF 1 000mm AT EACH END
SHEATHED FOR DISTANCE
THESE STRANDS SHALL BE
110 110
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
STRANDS NOT SHOWN
Q1 5-N12-X-50
1-
14 950
SHOWN IN SECTION
Q3 4-N20-S SPACED AS
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
Q2
200
MIN
200
MIN
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
5050
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
Ø300 VOID
Ø300 VOID
Q1 5-N12-X-50 Q1 9-N12-X-150
WITH Q1 BARS
Q1 11-N12-L-150 LAPPED
2 SETS OF
Q1 9-N12-X-150Q2 2-N12-L-250
Q1 1-N12-X-250,
46 BUNDLES OF
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK
1
-
1
-
2
-
2
-
250150 250 150
ELEVATION
PLAN
1 000mm8006004002000
100200
1 000mm8006004002000
100200
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
S X
STANDARD BAR SHAPES DIAGRAM
530
530
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
15 880
COPYRIGHT ROADS AND MARITIME SERVICES 2018
16m SPAN
PSC PLANK GIRDER
B0312
STANDARD DRAWING No
EDMS No
DS2017/000897DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 11.8 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 23mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 15mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
VIEW 1
-
300300
330
600
600
300
VOID
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
� OF PLANK
20
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
50 50500
SECTION 2
-
22/�12.7mm STRANDS
Q1
Q2
110
55
ALL STRANDS TO BE STRAIGHT
75
9 SPACES AT 50= 450
75
Q3
OF 1 000mm AT EACH END
SHEATHED FOR DISTANCE
THESE STRANDS SHALL BE
50
50
50
55
110
STRANDS NOT SHOWN
15 950
110
Q1 5-N12-X-50
1-
Q2
WITH Q1 BARS
Q2 11-N12-L-150 LAPPED
2 SETS OF
Q1 5-N12-X-50
Q2 2-N12-L-250
Q1 1-N12-X-250,
50 BUNDLES OF
200
MIN
200
MIN
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
5050
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
1
-
2
-
1
-
2
-
Ø300 VOID
Ø300 VOID
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
SPACED AS SHOWN IN SECTION
Q3 4-N20-S STAGGER IN PLAN
Q1 9-12-X-150
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANKLAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
Q1 9-12-X-150
250250150 150
ELEVATION
PLAN
0 200 400 600 800
200 100
1 000mm
0 200 400 600 800
200 100
1 000mm
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
S X
STANDARD BAR SHAPES DIAGRAM
630
630
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
15 000
COPYRIGHT ROADS AND MARITIME SERVICES 2018
17m SPAN
PSC PLANK GIRDER
B0313
STANDARD DRAWING No
EDMS No
DS2027/000898DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 15.2 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 25mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 16mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
20
VIEW 1
-
300300
700
300
VOID
350
600
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
� OF PLANK
50 50500
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
SECTION 2
-
Q1
Q2
110
55
ALL STRANDS TO BE STRAIGHT
75
9 SPACES AT 50= 450
75
Q3
22/�12.7mm STRANDS
50
50
55
OF 2 000mm AT EACH END
SHEATHED FOR DISTANCE
THESE STRANDS SHALL BE
110
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
STRANDS NOT SHOWN
Q1 5-N12-X-50
16 950
1101-
Q2
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
Q1 5-N12-X-50
200
MIN
200
MIN
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
50 50
SPACED AS SHOWN IN SECTION
Q3 4-N20-S STAGGER IN PLAN
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
PLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
1
-
2
-
1
-
2
-
Ø300 VOID
Ø300 VOID
Q1 9-N12-X-150
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK
Q1 9-N12-X-150
WITH Q1 BARS
Q2 11-N12-L-150 LAPPED
2 SETS OF
Q2 2-N12-L-250
Q1 1-N12-X-250,
54 BUNDLES OF
ELEVATION
PLAN250 250150 150
1 000mm8006004002000
100200
1 000mm8006004002000
100200
DESIGN ASSUMPTIONS
GENERAL NOTES
SCALE OR AS SHOWN
DESIGN LOADING: SM1600.
THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.
DECK: 180mm.
THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE
300mm2001000
50100
S X
STANDARD BAR SHAPES DIAGRAM
630
630
460
460
430
WITH AS 5100.5.13.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160
450
15 000
COPYRIGHT ROADS AND MARITIME SERVICES 2018
18m SPAN
PSC PLANK GIRDER
B0314
STANDARD DRAWING No
EDMS No
DS2017/000899DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
EACH END.
UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM
DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN
MASS OF PLANK IS APPROXIMATELY 16.1 TONNES.
- NO LOADS EXCEPT PLANK SELF WEIGHT
TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%
- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE
- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING
- ELASTIC MODULUS AT TRANSFER = 32 800 MPa
- DENSITY = 2550 kg/cu m
AND IS 28mm AT 28 DAYS, ASSUMING:
CALCULATED HOG OF PLANK AT TRANSFER IS 17mm
BY THE APPLICATION OF EPOXY RESIN.
THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION
AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH
BE 138 kN.
IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL
THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK
FORCE OF 184 kN.
STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING
STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE
VIBRATING TABLE OR FORM VIBRATORS.
RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A
THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A
SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.
REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE
OF PRESTRESS SHALL BE 35 MPa.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.
CONCRETE EXPOSURE CLASSIFICATION: ...
VIEW 1
-
300300
700
350
600
300
VOID
CEMENT FORMWORK SHEETING
PLACEMENT OF 18 THICK FIBRE
50 x 20 DEEP RECESS FOR
BROOM FINISHING TRANSVERSELY
THE MANUFACTURE OF THE PLANK BY
THIS SURFACE SHALL BE MADE ROUGH IN
ROUNDED TO R10
CHAMFERED 10 x 10 OR
BOTTOM EDGES SHALL BE
PLANK TYPE ...
ON OUTER EDGE OF
RECESS NOT REQUIRED
TYPE USED
SIZE OF RECESS TO SUIT BEARING
ELASTOMERIC BEARING.
5 DEEP RECESS FOR LAMINATED
50 50
20
500
SECTION 2
-
Q1
Q2
110
55
ALL STRANDS TO BE STRAIGHT
75
9 SPACES AT 50= 450
75
Q3
24/�12.7mm STRANDS OF 2 000mm AT EACH END
SHEATHED FOR DISTANCE
THESE STRANDS SHALL BE
50
50
50
55
� OF PLANK
110
STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN
STRANDS NOT SHOWN
Q1 5-N12-X-50
17 950
1101-
Q1 5-N12-X-50
Q2
Q2 2-N12-L-250
Q1 1-N12-X-250,
58 BUNDLES OF
200
MIN
200
MIN
OF STRANDS AND REINFORCEMENT
BY THE DESIGNER TO SUIT ANCHORAGE
DENOTES DIMENSION TO BE DETERMINED
50 50
ELASTOMERIC BEARING (EACH END OF PLANK)
5 DEEP RECESS FOR LAMINATED
Ø300 VOID
Ø300 VOID
Q1 9-N12-X-150 Q1 9-N12-X-150
PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK
PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK
PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANKPLANK TYPE C - ... REQUIRED
PLANK TYPE B - ... REQUIRED
PLANK TYPE A - ... REQUIRED
1
-
1
-
2
-
2
-
LAPPED WITH Q1 BARS
Q2 11-N12-L-150
2 SETS OF
SPACED AS SHOWN IN SECTION
Q3 4-N20-S STAGGER IN PLAN
WITH Q1 BARS
Q2 11-N12-L-150 LAPPED
2 SETS OF
ELEVATION
PLAN250250 150150
1 000mm8006004002000
100200
1 000mm8006004002000
100200
PLAN
CONCRETE
PLAN
250150130 ( 70)
( 250)
600
50050
20
50
95
300300
95
REINFORCEMENT
100100 115
Q1
Q2
150160160
50
200 NOM
1
-
1
-
VIEW 1
-
SECTION 2
-
-
2
2
-
DENOTES BARS PLACED NORMAL TO PLANK � AT COMPOSITE ENDS
DENOTES DIMENSION FOR 7m TO 8m SPAN PSC PLANKS
THE NUMBER OF BUNDLES 'X' IS DEPENDANT ON THE PSC PLANK LENGTH
BAR MARK 'L' SHALL BE REPLACED WITH 'A' FOR 7m TO 8m SPAN PSC PLANK LENGTHS
LONGITUDINAL REINFORCEMENT AND PRESTRESSING STRANDS NOT SHOWN
BAR SPACING IS GIVEN ALONG � OF PLANK
Q1 2-N12-L-130 PARALLEL TO SKEW
Q2 1-N12-X-130 NORMAL TO PLANK �,
2 BUNDLES OF
NORMAL TO PLANK �
Q1 2-N12-L-250
Q2 1-N12-X-250,
'X' BUNDLES OF
REINFORCEMENT
TO SUIT GEOMETRY AND ANCHORAGE OF STRANDS AND
DENOTES DIMENSION TO BE DETERMINED BY THE DESIGNER� OF BEARING
� OF PLANK
TO SKEW
Q1 2-N12-L PARALLEL
Q3 1-N12-X SPLAYED,
1 BUNDLE OF
PARALLEL TO SKEW
Q5 1-N12-X, Q1 2-N12-L
1 BUNDLE OF
Q1 2-N12-L PARALLEL TO SKEW
Q4 1-N12-X SPLAYED,
1 BUNDLE OF
NORMAL TO PLANK �
Q1 2-N12-L-150 ( 250)
Q2 1-N12-X-150 ( 250),
5 BUNDLES OF
STRANDS
PRESTRESSING
LONGITUDINAL REINFORCEMENT
ACHIEVE NOMINAL COVER
TRIM FIRST 'X' BAR TO
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-110 TIED TO Q2
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-110 TIED TO Q2
PARALLEL TO SKEW
Q5 5-N12-X-55 ( 70)
OR ROUNDED TO R10
BE CHAMFERED 10 x 10
BOTTOM EDGES SHALL
TO SUIT BEARING TYPE USED
BEARING PAD. SIZE OF RECESS
5 DEEP RECESS FOR ELASTOMERIC
� OF PLANK
VOID
1° - 20°
RANGE
SKEW ANGLE
160160
PLANKS ONLY
9 - 18m SPAN
PLANKS ONLY
7m TO 8m SPAN
GENERAL NOTES
DESIGN LOADING: SM1600
DENOTES AS APPLICABLE TO RELEVANT SPAN LENGTHS.
IN CONJUNCTION WITH RELEVANT SPAN LENGTH PSC PLANK STANDARD DRAWINGS.
THESE DETAILS APPLY TO PSC PLANKS WITH SKEWED ENDS AND SHALL BE READ
SCALE STANDARD BAR SHAPES DIAGRAM
XSLA
H H
L
H
430
H
480
480
75150
0 150 300 450mm
WITH AS 5100.5.
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE
RIGHT ANGLE.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
ARE NORMAL TO THE PLANK �.
THE TRANSVERSE DIMENSIONS SHOWN FOR "X" BARS
AND ARE IN MILLIMETRES.
MEASURED FROM THE OUTSIDE FACES OF THE BARS
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE
COPYRIGHT ROADS AND MARITIME SERVICES 2018
SKEW 1-20
PSC PLANK GIRDER
B0315
STANDARD DRAWING No
EDMS No
DS2017/000900DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
PLAN
CONCRETE
100100100
PARALLEL TO SKEW
Q6 5-N12-X-60
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-120 TIED TO Q2
55
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-120 TIED TO Q2
LONGITUDINAL REINFORCEMENT
600 OR ROUNDED TO R10
BE CHAMFERED 10 x 10
BOTTOM EDGES SHALL
50050
20
50
300300
95
TO SUIT BEARING TYPE USED
BEARING PAD. SIZE OF RECESS
5 DEEP RECESS FOR ELASTOMERIC
Q1
Q2
95
130250
VOID
150
ACHIEVE NOMINAL COVER
TRIM FIRST 'X' BAR TO
PARALLEL TO SKEW
Q6 1-N12-X, Q1 2-N12-L
1 BUNDLE OF
TO SKEW
Q1 2-N12-L PARALLEL
Q4 1-N12-X SPLAYED,
1 BUNDLE OF
TO SKEW
Q1 2-N12-L PARALLEL
Q3 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L PARALLEL TO SKEW
Q5 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L-150 PARALLEL TO SKEW
Q2 1-N12-X-150 NORMAL TO PLANK ,
4 BUNDLES OF
PLAN
REINFORCEMENT
4 SPACES AT 160 = 640
200 NOM
REINFORCEMENT
TO SUIT GEOMETRY AND ANCHORAGE OF STRANDS AND
DENOTES DIMENSION TO BE DETERMINED BY THE DESIGNER
>20
SKEW ANGLE RANGE
STRANDS
PRESTRESSING
1
-
1
-
VIEW 1
-
SECTION 2
-
2
-
2
-
¶ OF PLANK
OF PLANK¶
¶ OF BEARING
¶NORMAL TO PLANK
Q1 2-N12-L-150
Q2 1-N12-X-150,
2 BUNDLES OF
¶NORMAL TO PLANK
Q1 2-N12-L-250
Q2 1-N12-X-250,
'X' BUNDLES OF
¶
¶
¶
DENOTES BARS PLACED NORMAL TO PLANK AT COMPOSITE ENDS
DENOTES DIMENSION FOR 7m TO 8m SPAN PSC PLANKS
THE NUMBER OF BUNDLES 'X' IS DEPENDANT ON THE PSC PLANK LENGTH
BAR MARK 'L' SHALL BE REPLACED WITH 'A' FOR 7m TO 8m SPAN PSC PLANK LENGTHS
LONGITUDINAL REINFORCEMENT AND PRESTRESSING STRANDS NOT SHOWN
BAR SPACING IS GIVEN ALONG OF PLANK
160160
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE WITH AS 5100.5.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A RIGHT ANGLE.
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
TO THE PLANK ¶.
THE TRANSVERSE DIMENSIONS SHOWN FOR "X" BARS ARE NORMAL
FROM THE OUTSIDE FACES OF THE BARS AND ARE IN MILLIMETRES.
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE MEASURED
PLANKS ONLY
7m TO 8m SPAN
PLANKS ONLY
9m TO 18m SPAN
GENERAL NOTES
DESIGN LOADING: SM1600.
DENOTES AS APPLICABLE TO RELEVANT SPAN LENGTHS.
DESIGN LOADING: SM1600.
IN CONJUNCTION WITH RELEVANT SPAN LENGTH PSC PLANK STANDARD DRAWINGS.
THESE DETAILS APPLY TO PSC PLANKS WITH SKEWED ENDS AND SHALL BE READ
SCALE 75150
0 150 300 450mm
STANDARD BAR SHAPES DIAGRAM
XSLA
H H
L
H
430
H
480
480
COPYRIGHT ROADS AND MARITIME SERVICES 2018
SKEW 21-30
PSC PLANK GIRDER
B0316
STANDARD DRAWING No
EDMS No
DS2017/000901DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
LONGITUDINAL REINFORCEMENT
600 OR ROUNDED TO R10
BE CHAMFERED 10 x 10
BOTTOM EDGES SHALL
50050
20
50
300300
95
TO SUIT BEARING TYPE USED
BEARING PAD. SIZE OF RECESS
5 DEEP RECESS FOR ELASTOMERIC
Q1
Q2
PLAN
OF PLANK
60
PARALLEL TO SKEW
Q8 5-N12-X-65 120
CONCRETE
VOID
NORMAL TO PLANK ¶
Q1 2-N12-L-250
Q2 1-N12-X-250,
'X' BUNDLES OF
6 SPACES AT 160 = 960
6 SPACES AT 100 = 600
PARALLEL TO SKEW
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-130 TIED TO Q8
PARALLEL TO SKEW
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-130 TIED TO Q8
Q1 2-N12-L PARALLEL TO SKEW
Q7 1-N12-X SPLAYED,
1 BUNDLE OFQ1 2-N12-L PARALLEL TO SKEW
Q6 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L PARALLEL TO SKEW
Q5 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L PARALLEL TO SKEW
Q4 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L PARALLEL TO SKEW
Q3 1-N12-X SPLAYED,
1 BUNDLE OF
ACHIEVE NOMINAL COVER
TRIM FIRST 'X' BAR TO
250
150
PLAN
REINFORCEMENT
250 NOM
REINFORCEMENT
TO SUIT GEOMETRY AND ANCHORAGE OF STRANDS AND
DENOTES DIMENSION TO BE DETERMINED BY THE DESIGNER
PARALLEL TO SKEW
Q8 1-N12-X, Q1 2-N12-L
1 BUNDLE OF
>30
SKEW ANGLE RANGE
PRESTRESSING STRANDS
2
-
2
-
1
-
1
-
95
VIEW 1
-
SECTION 2
-
¶ OF PLANK
¶
OF BEARING¶
Q1 1-N12-L-150 PARALLEL TO SKEW
Q1 1-N12-L-150 NORMAL TO PLANK ,
Q2 1-N12-X-150 NORMAL TO PLANK ,
2 BUNDLES OF
¶
¶
NORMAL TO PLANK
Q1 2-N12-L-150
Q2 1-N12-X-150,
3 BUNDLES OF
¶
¶
DENOTES BARS PLACED NORMAL TO PLANK AT COMPOSITE ENDS
THE NUMBER OF BUNDLES 'X' IS DEPENDANT ON THE PSC PLANK LENGTH
BAR MARK 'L' SHALL BE REPLACED WITH 'A' FOR 7m TO 8m SPAN PSC PLANK LENGTHS
LONGITUDINAL REINFORCEMENT AND PRESTRESSING STRANDS NOT SHOWN
BAR SPACING IS GIVEN ALONG OF PLANK
¶
160160
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE WITH AS 5100.5.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A RIGHT ANGLE.
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
TO THE PLANK ¶.
THE TRANSVERSE DIMENSIONS SHOWN FOR "X" BARS ARE NORMAL
FROM THE OUTSIDE FACES OF THE BARS AND ARE IN MILLIMETRES.
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE MEASURED
PLANKS ONLY
7m TO 8m SPAN
PLANKS ONLY
9m TO 18m SPAN
GENERAL NOTES
DESIGN LOADING: SM1600
DENOTES AS APPLICABLE TO RELEVANT SPAN LENGTHS.
IN CONJUNCTION WITH RELEVANT SPAN LENGTH PSC PLANK STANDARD DRAWINGS.
THESE DETAILS APPLY TO PSC PLANKS WITH SKEWED ENDS AND SHALL BE READ
SCALE
STANDARD BAR SHAPES DIAGRAM
XSLA
H H
L430
H
480
480
H
75150
0 150 300 450mm
COPYRIGHT ROADS AND MARITIME SERVICES 2018
SKEW 31-40
PSC PLANK GIRDER
B0317
STANDARD DRAWING No
EDMS No
DS2017/000902DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
LONGITUDINAL REINFORCEMENT
600 OR ROUNDED TO R10
BE CHAMFERED 10 x 10
BOTTOM EDGES SHALL
50050
20
50
300300
95
TO SUIT BEARING TYPE USED
BEARING PAD. SIZE OF RECESS
5 DEEP RECESS FOR ELASTOMERIC
Q1
Q2
PLAN
CONCRETE
OF PLANK
250
VOID
150
130
Q1 2-N12 PARALLEL TO SKEW
Q9 1-N12-X SPLAYED,
1 BUNDLE OF
60
7 SPACES AT 100 = 700
ACHIEVE NOMINAL COVER
TRIM FIRST 'X' BAR TO
7 SPACES AT 160 = 1 120
TO SKEW
Q1 2-N12 PARALLEL
Q6 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12 PARALLEL TO SKEW
Q3 1-N12-X SPLAYED,
1 BUNDLE OF
TO SKEW
Q1 2-N12 PARALLEL
Q8 1-N12-X SPLAYED,
1 BUNDLE OFQ1 2-N12 PARALLEL TO SKEW
Q5 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12 PARALLEL TO SKEW
Q4 1-N12-X SPLAYED,
1 BUNDLE OF
PARALLEL TO SKEW
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-120 TIED TO Q10
PARALLEL TO SKEW
Q10 5-N12-X-60
PARALLEL TO SKEW
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-120 TIED TO Q10
Q1 2-N12 PARALLEL TO SKEW
Q7 1-N12-X SPLAYED,
1 BUNDLE OF
PLAN
REINFORCEMENT
REINFORCEMENT PAST THE FRONT FACE OF THE BEARING
TO SUIT GEOMETRY AND ANCHORAGE OF STRANDS AND
DENOTES DIMENSION TO BE DETERMINED BY THE DESIGNER300 NOM
PARALLEL TO SKEW
Q10 1-N12-X, Q1 2-N12
1 BUNDLE OF
>40
SKEW ANGLE RANGE
PRESTRESSING STRANDS
2
-
2
-
1
-
1
-
95
VIEW 1
-
SECTION 2
-
¶ OF PLANK
OF BEARING¶
¶
NORMAL TO PLANK
Q1 2-N12-L-250
Q2 1-N12-X-250,
'X' BUNDLES OF
¶
NORMAL TO PLANK
Q1 2-N12-L-150
Q2 1-N12-X-150,
4 BUNDLES OF
¶
¶
DENOTES BARS PLACED NORMAL TO PLANK AT COMPOSITE ENDS
THE NUMBER OF BUNDLES 'X' IS DEPENDANT ON THE PSC PLANK LENGTH
BAR MARK 'L' SHALL BE REPLACED WITH 'A' FOR 7m TO 8m SPAN PSC PLANK LENGTHS
LONGITUDINAL REINFORCEMENT AND PRESTRESSING STRANDS NOT SHOWN
BAR SPACING IS GIVEN ALONG OF PLANK
¶160160
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE WITH AS 5100.5.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A RIGHT ANGLE.
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
TO THE PLANK ¶.
THE TRANSVERSE DIMENSIONS SHOWN FOR "X" BARS ARE NORMAL
FROM THE OUTSIDE FACES OF THE BARS AND ARE IN MILLIMETRES.
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE MEASURED
PLANKS ONLY
7m TO 8m SPAN
PLANKS ONLY
9m TO 18m SPAN
GENERAL NOTES
DESIGN LOADING: SM 1600.
DENOTES AS APPLICABLE TO RELVANT SPAN LENGTHS.
IN CONJUNCTION WITH RELEVANT SPAN LENGTH PSC PLANK STANDARD DRAWINGS.
THESE DETAILS APPLY TO PSC PLANKS WITH SKEWED ENDS AND SHALL BE READ
SCALE 75150
0 150 300 450mm
STANDARD BAR SHAPES DIAGRAM
XSLA
H H
L430
H
480
480
H
COPYRIGHT ROADS AND MARITIME SERVICES 2018
SKEW 41-50
PSC PLANK GIRDER
B0318
STANDARD DRAWING No
EDMS No
DS2017/000903DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
PLAN
CONCRETE
OF PLANK
85
VOID
11 SPACES AT 160 = 1 760
12 SPACES AT 100 = 1 200
LONGITUDINAL REINFORCEMENT
600 OR ROUNDED TO R10
BE CHAMFERED 10 x 10
BOTTOM EDGES SHALL
50050
20
50
300300
95
TO SUIT BEARING TYPE USED
BEARING PAD. SIZE OF RECESS
5 DEEP RECESS FOR ELASTOMERIC
Q1
Q2
Q1 2-N12-L NORMAL TO PLANK
Q3 1-N12-X SPLAYED,
1 BUNDLE OF
130
Q1 2-N12-L NORMAL TO PLANK
Q5 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L NORMAL TO PLANK
Q4 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L NORMAL TO PLANK
Q6 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L NORMAL TO PLANK
Q7 1-N12-X SPLAYED,
1 BUNDLE OF
ACHIEVE NOMINAL COVER
TRIM FIRST 'X' BAR TO
PARALLEL TO SKEW
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-200 TIED TO Q14
PARALLEL TO SKEW
Q15 5-N12-X-100
Q1 2-N12-L PARALLEL TO SKEW
Q13 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L PARALLEL TO SKEW
Q12 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L PARALLEL TO SKEW
Q11 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 2-N12-L PARALLEL TO SKEW
Q10 1-N12-X SPLAYED,
1 BUNDLE OF
Q1 1-N12-L PARALLEL TO SKEW
Q1 1-N12-L SPLAYED,
1 BUNDLE OF Q9 1-N12-X SPLAYED,
Q1 1-N12-L PARALLEL TO SKEW
Q1 1-N12-L SPLAYED,
1 BUNDLE OF Q8 1-N12-X SPLAYED,
PARALLEL TO SKEW
AT COMPOSITE ENDS ONLY
Q1 3-N12-L-200 TIED TO Q14
PLAN
REINFORCEMENT
350 NOM
REINFORCEMENT
TO SUIT GEOMETRY AND ANCHORAGE OF STRANDS AND
DENOTES DIMENSION TO BE DETERMINED BY THE DESIGNER
DENOTES BARS PLACED NORMAL TO PLANK AT COMPOSITE ENDS
THE NUMBER OF BUNDLES 'X' IS DEPENDANT ON THE PLANK LENGTH
BAR MARK 'L' SHALL BE REPLACED WITH 'A' FOR 7m TO 8m SPAN PSC PLANK LENGTHS
LONGITUDINAL REINFORCEMENT AND PRESTRESSING STRANDS NOT SHOWN
BAR SPACING IS GIVEN ALONG OF PLANK
PARALLEL TO SKEW
Q14 1-N12-X, Q1 2-N12-L
1 BUNDLE OF
>50
SKEW ANGLE RANGE
PRESTRESSING STRANDS
2
-
2
-
1
-
1
-
95
VIEW 1
-
SECTION 2
-
¶ OF PLANK
OF BEARING¶
¶
¶
NORMAL TO PLANK
Q1 2-N12-L-250
Q2 1-N12-X-250,
'X' BUNDLES OF
¶
¶
¶
¶
¶
¶
¶
160160
PLANKS ONLY
7m TO 8m SPAN
PLANKS ONLY
9M TO 18m SPAN
GENERAL NOTES
DESIGN LOADING: SM1600
DENOTES AS APPLICABLE TO RELEVANT SPAN LENGTHS.
IN CONJUNCTION WITH RELEVANT SPAN LENGTH PSC PLANK STANDARD DRAWINGS.
THESE DETAILS APPLY TO PSC PLANKS WITH SKEWED ENDS AND SHALL BE READ
SCALE 75150
0 150 300 450mm
STANDARD BAR SHAPES DIAGRAM
XSLA
ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE WITH AS 5100.5.
THE INCLUDED ANGLE OF ANY BEND SHALL BE A RIGHT ANGLE.
BARS SHALL BE GRADE D500N TO AS/NZS 4671.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
TO THE PLANK ¶.
THE TRANSVERSE DIMENSIONS SHOWN FOR "X" BARS ARE NORMAL
FROM THE OUTSIDE FACES OF THE BARS AND ARE IN MILLIMETRES.
DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE MEASURED
H H
L430
H H
480
480
COPYRIGHT ROADS AND MARITIME SERVICES 2018
SKEW 51-60
PSC PLANK GIRDER
B0319
STANDARD DRAWING No
EDMS No
DS2017/000904DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
W.Ariyaratne
21.12.2018
DESIGN ASSUMPTIONS
GENERAL NOTES
COPYRIGHT ROADS AND MARITIME SERVICES 2018
DEBONDED LINK SLAB DETAILS
PSC PLANK GIRDER
B0320
STANDARD DRAWING No
EDMS No
DS2017/000905DATE
APPROVED FOR USE STANDARD DRAWINGISSUE DATE
REVISION ISSUE
2
ISSUEDSTATUS
A1
300mm2001000
50100
DEC 2018
DRAWING TO:
SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES
A MINIMUM AGE OF THREE DAYS AND ACHIEVED A COMPRESSIVE STRENGH OF 32MPa.
CONCRETE IN THE LINK SLAB SHALL BE PLACED AFTER MIDSPAN CONCRETE HAS REACHED
EDGING TOOLS MUST NOT BE USED AT DECK CONSTRUCTION JOINTS.
IN THE HOG OF PLANKS AND THE VERTICAL ALIGNMENT.
DECK THICKNESS SHALL BE INCREASED WHERE REQUIRED TO ALLOW FOR VARIATION
FIBRE BOARD, SHALL BE 200mm.
THE MINIMUM THICKNESS OF LINK SLABS, INCLUDING BITUMEN IMPREGNATED
SCALE OR AS SHOWN.
TWO WAY CROSS FALL.
MAXIMUM GAP BETWEEN ADJACENT PLANKS: 320mm.
MAXIMUM SKEW ANGLE: 45°.
THE REQUIRED COVER SPECIFIED IS BASED ON WET CURING IN ACCORDANCE WITH AS 5100.5.
REINFORCEMENT GRADE D500N TO AS/NZS 4671.
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE IN THE DECK: 40MPa.
CONCRETE EXPOSURE CLASSIFICATION: B1.
W.Ariyaratne
21.12.2018
PSC PLANK
100
LONGITUDINAL SECTION
10 MIN GAP
20 MAX GAP
320 MAXIMUM GAP
BETWEEN PLANKS
40 TYP
DETAIL A
-
1
-
1
-7575
10050
190 MIN190 MIN
1 300
560 LAP
500 TYP
DEBONDED ZONE
200
45 C
OV
ER
GAP
40 NOM
SLOPE OF PLANK SOFFIT - TYP
DOWELS INSTALLED TO MATCH THE
BOTTOM ATTACHMENT PLATE WITH
BITUMEN IMPREGNATED FIBRE BOARD
EXCLUDES THE THICKNESS OF THE
DENOTES COVER DIMENSION SHOWN
BRIDGE CONTROL LINE
DENOTES DIMENSION MEASURED ALONG
REINFORCEMENT
BEARING AND ANCHORAGE OF
DENOTES DIMENSION TO SUIT SIZESECTION TAKEN PARALLEL TO BRIDGE CONTROL LINE
SEATING ON PLANKS
OF 30 AND A MAXIMUM OF 40
PLACED TO ENSURE A MINIMUM
FIBRE CEMENT SHEET SHALL BE
CEMENT MORTAR PAD - TYP
� OF BEARING � OF BEARING
CJ CJ
MINIMUM N16-V-150
BY THE DESIGNER
TO BE DETERMINED
FROM PLANK - TYP
REINFORCEMENT PROJECTING
N16-S-150
45 COVER
N16-V-150
N16-S-75
N16-V-150
IMPREGNATED FIBRE BOARD
NOMINAL 10 THICK BITUMEN
MINIMUM N16-V-150
BY THE DESIGNER
TO BE DETERMINED
SEE GENERAL NOTES
DECK THICKNESS
N16-V-150
FORMWORK - TYPPSC PLANK
� OF PIER
PSC PLANK PSC PLANK
DECK CONCRETE AND REINFORCEMENT NOT SHOWN
50
TYP
45 COVER
SECTION 1
-
A
-
600
1 000mm8006004002000
100200
CONSTRUCTION ADHESIVE
FIXED IN PLACE USING FLEXIBLE
FORMWORK SHEETING (TYP) TO BE
18 THICK FIBRE CEMENT
N16-S-75EF
N16-V-150GAP
320 MAX
MAX GAP
320
SECTION 1
-
A
-
600
1 000mm8006004002000
100200
CONSTRUCTION ADHESIVE
FIXED IN PLACE USING FLEXIBLE
FORMWORK SHEETING (TYP) TO BE
18 THICK FIBRE CEMENT
N16-S-75EF
N16-V-150GAP
320 MAX
MAX GAP
320