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BR10
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved. moddex.com
BR10 Bridgerail™ Bridge Rail Barrier Specifications
BRIDGERAIL™ AS5100.2 CL12.5 and NZTA Compliant Offset Cycle Rail Level - Standard 2.0 Mtr Spacing
Key features Modular flexibility No-weld assembly Flat pack delivery Reduced corrosion Colour options BIM & CAD Support
Applications suited to Cycle paths and bikeways Shared pedestrian paths Protection over culverts Footbridges Refer to applicable Aust and NZ Standards
and Building Codes.
Specification SummarySupply and install the proprietary Bridgerail™ BR10 barrier system to substrate according to Moddex specifications, or by a Moddex accredited installer.
Technical DataMaterial
Stanchions, rails & balustrades
Steel/grade 250 & C350
Clamp fittings Ductile iron
Clamp locking screws
Stainless steel (304)
Protective coating
Stanchions, rails and balustrades
G390 Hot-dip Galvanized(min 390g/m2)
Clamp fittings Hot-dip Galvanized with patented protective coating on threads
Optional Powder coating and paint specs
*The standard process for Powder Coated and Painted handrail products is as follows: black steel is used for fabrication. The steel is sand blasted and a zinc primer coating is applied. The powder coat / paint coat is then applied over the zinc primer creating a dual shield coating with a decorative finish.
DimensionsVariable depending on building/application/codeStanchions
Dimensions 370mm high
Nominal Thickness
16.0 mm plate
Rails
Diameter 60.3mm OD
Nominal Thickness
4.5mm
Base Plate
Nominal Thickness
16.0mm
Clamp fittings
Thickness 5.0mm (approx)
Locking screws M12 x 1.75 x 11mm -DEXX ® Drive
Expansion Joint
Diameter 48mm
Length 300.0mm
Material Steel Hollow Bar
FixingsStanchion attachment to
Concrete M16 mechanical concrete anchors or cast in studs/ferrules as specified.
Structural steel M16 galvanized high tensile bolt set
*Other Fixing options are available on request
Compliance Moddex balustrades and handrails aredesigned and manufactured in accordancewith Austroads Guide to Road Design,relevant statutory WHS Codes of Practice/Guidelines, including AS5100.2.2017 CL12.5.and the NZTA Bridge Manual B6.4*.Galvanized to AS 4792 and AS/NZS4680:2006 (where applicable).
The manufacture of Bridgerail proprietary systems is in accordance with Moddex specifications and manufacturing processes, and this may differ to some jurisdictional specifications for steelwork fabrication, bridges and related structures.
*Excluding where the road controlling authority requires the barrier to restrain crowds orpeople under panic conditions
Testing Stringent vibration endurance tests have been performed and independent testing has been carried out to confirm the suitability of the Moddex system in maritime conditions.
Warranty 5 years from date of purchase subject to correct installation, use and maintenance in accordance with manufacturer’s specifications and recommendations, unless otherwise negotiated at the time of purchase. — Refer maintenance manual
Inspection & Maintenance Visual inspection for any damage or loose fixings must be done periodically and prior to use. No certified maintenance required. Basic wear and tear preventative maintenance is recommended, as per manufacturer’s specifications and recommendations. — Refer maintenance manual
Design Life Standard design life of barrier is 100 years in C2 corrosivity zones.
Austroads Guide To Road Design; Part 6A5.5.3 The installation of a fence at the side of a path used by cyclists is desirable where: there is a steep batter or large vertical drop located in close proximity to the path the path is adjacent to an arterial road and it is necessary wto restrict cyclist access to the road a bridge or culvert exists on a path a hazard exists adjacent to a particular bicycle facility cyclists are likely to be ‘blazing a separate trail’ at an intersection between paths or around a path terminal.
Mount Dimensions
Standard References
Technical Information
Important Note: Failure to supply and/or install proprietary product in accordance with above Standards and codes, specification and instructions, voids complete system certification and/ or warranty.
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved.
For information or technical support please contact usT 1800 663 339 (AU) T 0800 663 339 (NZ)
moddex.com
T4 - Top Mount (4 Fixings)
BR10
Australian Standard Bridge Design; Part 2This Standard was prepared by the Standards Australia Committee BD-090, Bridge Design, to supersede AS 5100.2—2004.This Standard is also designated as Austroads publication AP-G51.2-17.
The objectives of the AS(AS/NZS) 5100 series are to provide nationally acceptable requirements for—(a) the design of road, rail, pedestrian and cyclist path bridges;(b) the specific application of concrete, steel, timber and composite construction, which embody principles that may be applied to other materials in association with relevant standards;(c) the assessment of the load capacity of existing bridges; and(d) the strengthening and rehabilitation of existing bridges.
The objective of this Part (AS 5100.2) is to specify minimum design loads and load effects for road, rail, pedestrian and cyclist path bridges, and other associated structures.The requirements of the AS(AS/NZS) 5100 series are based on the principles of structural mechanics and knowledge of material properties, for both the conceptual and detailed design, to achieve acceptable probabilities that the bridge or associated structure being designed will not become unfit for use during its design life.
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR10\BR10 Mounting Details.dft
1 OF 1
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:5 CUSTOMER
PROJECT
NO REVISION DRAWN DATE17/06/2017/06/20
JBTJBT
17/06/20JBT0BRIDGERAIL BR10
BR10
INITIAL DESIGN INTENT A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR10\BR10 Spec Sheet.dft
1 OF 1
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:50 CUSTOMER
PROJECT
NO REVISION DRAWN DATE08/08/1908/08/19
JBTJBT
08/08/19JBT0BRIDGERAIL BR10
BR10
INITIAL DESIGN INTENT
2000TYP
370
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR10\BR10 Mounting Details.dft
1 OF 1
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:5 CUSTOMER
PROJECT
NO REVISION DRAWN DATE17/06/2017/06/20
JBTJBT
17/06/20JBT0BRIDGERAIL BR10
BR10
INITIAL DESIGN INTENT
A A
SECTION A-ASCALE 1 : 5
110
200
135225
R 10 TYP
40
20
Ø48 Expansion Joint
Expansion Detail
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR10\BR10 Mounting Details.dft
1 OF 1
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:5 CUSTOMER
PROJECT
NO REVISION DRAWN DATE17/06/2017/06/20
JBTJBT
17/06/20JBT0BRIDGERAIL BR10
BR10
INITIAL DESIGN INTENT
A A
SECTION A-ASCALE 1 : 5
110
200
135225
R 10 TYP
40
20
NZTA Bridge Manual Clause B6.4*Pedestrian, cyclist and equestrian barriers shall be designed for the most extreme of the following loads:
a. horizontal and vertical service loads of 1.75kN/m applied to the top rail
b. a horizontal service load of 1.5kN/m ² applied to the gross area of the barrier
c. a point load of 0.5kN in any direction at any point.
*Excluding where the road controlling authority requires the barrier to restrain crowds or people under panic conditions
BR20
BRIDGERAIL™ AS5100.2 CL12.5 and NZTA Compliant Balustrade Level - Standard 1.5 Mtr Spacing
BR20 Bridgerail™ Bridge Rail Barrier Specifications
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR20.T4\BR20.T4 Spec sheet.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:10 CUSTOMER
PROJECT
NO REVISION DRAWN DATE28/07/2028/07/20
JBTJBT
28/07/20JBT0BRIDGERAIL BR20
BR20.T4
INITIAL DESIGN INTENT
Key features Modular flexibility No-weld assembly Flat pack delivery Reduced corrosion Colour options BIM & CAD Support
Applications suited to Cycle paths and bikeways Shared pedestrian paths Protection over culverts Footbridges Refer to applicable Aust and NZ Standards
and Building Codes.
Specification SummarySupply and install the proprietary Bridgerail™ BR20 barrier system to substrate according to Moddex specifications, or by a Moddex accredited installer.
Technical DataMaterial
Stanchions, rails & balustrades
Steel/grade 250 & C350
Clamp fittings Ductile iron
Clamp locking screws
Stainless steel (304)
Protective coating
Stanchions, rails and balustrades
G390 Hot-dip Galvanized(min 390g/m2)
Clamp fittings Hot-dip Galvanized with patented protective coating on threads
Optional Powder coating and paint specs
*The standard process for Powder Coated and Painted handrail products is as follows: black steel is used for fabrication. The steel is sand blasted and a zinc primer coating is applied. The powder coat / paint coat is then applied over the zinc primer creating a dual shield coating with a decorative finish.
DimensionsVariable depending on building/application/codeStanchions
Dimensions 1155mm high
Nominal Thickness
16.0mm plate
Rails (Balustrade Panel)
Diameter 48.3mm OD
Nominal Thickness
3.25mm (medium wall applications) 4.0mm (heavy wall applications)
Base Plate
Nominal Thickness
16.0mm
Balustrade
Heavy Duty Baluster
16mm
Baluster Centres 100mm (84mm gap)
Clamp fittings
Thickness 5.0mm (approx)
Locking screws M12 x 1.75 x 11mm -DEXX ® Drive
Expansion Joint
Diameter 39 mm
Length 300.0mm
Material Steel Hollow Bar
FixingsStanchion attachment to
Concrete M16 mechanical concrete anchors or cast in studs/ferrules as specified.
Structural steel M16 galvanized high tensile bolt set
*Other Fixing options are available on request
Compliance Moddex balustrades and handrails aredesigned and manufactured in accordancewith Austroads Guide to Road Design,relevant statutory WHS Codes of Practice/Guidelines, including AS5100.2.2017 CL12.5.and the NZTA Bridge Manual B6.4*.Galvanized to AS 4792 and AS/NZS4680:2006 (where applicable).
The manufacture of Bridgerail proprietary systems is in accordance with Moddex specifications and manufacturing processes, and this may differ to some jurisdictional specifications for steelwork fabrication, bridges and related structures.
*Excluding where the road controlling authority requires the barrier to restrain crowds orpeople under panic conditions
Testing Stringent vibration endurance tests have been performed and independent testing has been carried out to confirm the suitability of the Moddex system in maritime conditions.
Warranty 5 years from date of purchase subject to correct installation, use and maintenance in accordance with manufacturer’s specifications and recommendations, unless otherwise negotiated at the time of purchase. — Refer maintenance manual
Inspection & Maintenance Visual inspection for any damage or loose fixings must be done periodically and prior to use. No certified maintenance required. Basic wear and tear preventative maintenance is recommended, as per manufacturer’s specifications and recommendations. — Refer maintenance manual
Design Life Standard design life of barrier is 100 years in C2 corrosivity zones.
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved. moddex.com
Technical Information
Important Note: Failure to supply and/or install proprietary product in accordance with above Standards and codes, specification and instructions, voids complete system certification and/ or warranty.
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved.
For information or technical support please contact usT 1800 663 339 (AU) T 0800 663 339 (NZ)
moddex.com
BR20
Austroads Guide To Road Design; Part 6A5.5.3 The installation of a fence at the side of a path used by cyclists is desirable where: there is a steep batter or large vertical drop located in close proximity to the path the path is adjacent to an arterial road and it is necessary wto restrict cyclist access to the road a bridge or culvert exists on a path a hazard exists adjacent to a particular bicycle facility cyclists are likely to be ‘blazing a separate trail’ at an intersection between paths or around a path terminal.
Standard References
Australian Standard Bridge Design; Part 2This Standard was prepared by the Standards Australia Committee BD-090, Bridge Design, to supersede AS 5100.2—2004.This Standard is also designated as Austroads publication AP-G51.2-17.
The objectives of the AS(AS/NZS) 5100 series are to provide nationally acceptable requirements for—(a) the design of road, rail, pedestrian and cyclist path bridges;(b) the specific application of concrete, steel, timber and composite construction, which embody principles that may be applied to other materials in association with relevant standards;(c) the assessment of the load capacity of existing bridges; and(d) the strengthening and rehabilitation of existing bridges.
The objective of this Part (AS 5100.2) is to specify minimum design loads and load effects for road, rail, pedestrian and cyclist path bridges, and other associated structures.The requirements of the AS(AS/NZS) 5100 series are based on the principles of structural mechanics and knowledge of material properties, for both the conceptual and detailed design, to achieve acceptable probabilities that the bridge or associated structure being designed will not become unfit for use during its design life.
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR20.T4\BR20.T4 Spec sheet.dft
2 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:10 CUSTOMER
PROJECT
NO REVISION DRAWN DATE28/07/2028/07/20
JBTJBT
28/07/20JBT0BRIDGERAIL BR20
BR20.T4
INITIAL DESIGN INTENT
REFER TO SHEET 1 FOR STANDARD NOTES
125
950
80
A A
SECTION A-ASCALE 1 : 5
110
1500
MODDEX 40NB (MED) HDG PIPE
135225
110
20040
20R 10TYP
16
16 DIAROUND BAR
16
T4 - Top Mount (4 Fixings)
Ø39 Expansion Joint
Expansion Detail
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\R1\BR45.T430 ISO.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:10 CUSTOMER
PROJECT
NO REVISION DRAWN DATE17/06/2017/06/20
JBTJBT
17/06/20JBT0BRIDGERAIL BR45
(TOP MOUNT)
BR45
INITIAL DESIGN INTENT
110
200
135225
40
20
R 10TYP16
16
Mount Dimensions
*Face mount and custom mounting options available.
48.3
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR20.T4\BR20.T4 Spec sheet.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
ABCD
1:10CUSTOMER
PROJECT
NOREVISIONDRAWNDATE28/07/2028/07/20
JBTJBT
28/07/20 JBT 0BRIDGERAIL BR20
BR20.T4
INITIAL DESIGN INTENT
NZTA Bridge Manual Clause B6.4*Pedestrian, cyclist and equestrian barriers shall be designed for the most extreme of the following loads:
a. horizontal and vertical service loads of 1.75kN/m applied to the top rail
b. a horizontal service load of 1.5kN/m ² applied to the gross area of the barrier
c. a point load of 0.5kN in any direction at any point.
*Excluding where the road controlling authority requires the barrier to restrain crowds or people under panic conditions
BR20M
BRIDGERAIL™ AS5100.2 CL12.5 and NZTA Compliant Balustrade Level - Standard 1.5 Mtr Spacing
BR20M Bridgerail™ Bridge Rail Barrier Specifications
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR20M.F230\BR20M.F230 ISO.dft
1 OF 4
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:15 CUSTOMER
PROJECT
NO REVISION DRAWN DATE03/11/2003/11/20
JBTJBT
03/11/20JBT0MCPHEE BRISBANE
STAIR 02
FULTON HOGAN9554
INITIAL DESIGN INTENT
Key features Modular flexibility No-weld assembly Flat pack delivery Reduced corrosion Colour options BIM & CAD Support
Applications suited to Cycle paths and bikeways Shared pedestrian paths Protection over culverts Footbridges Refer to applicable Aust and NZ Standards
and Building Codes.
Specification SummarySupply and install the proprietary Bridgerail™ BR20M barrier system to substrate according to Moddex specifications, or by a Moddex accredited installer.
Technical DataMaterial
Stanchions, rails & balustrades
Steel/grade 250 & C350
Clamp fittings Ductile iron
Clamp locking screws
Stainless steel (304)
Protective coating
Stanchions, rails and balustrades
G390 Hot-dip Galvanized(min 390g/m2)
Clamp fittings Hot-dip Galvanized with patented protective coating on threads
Optional Powder coating and paint specs
*The standard process for Powder Coated and Painted handrail products is as follows: black steel is used for fabrication. The steel is sand blasted and a zinc primer coating is applied. The powder coat / paint coat is then applied over the zinc primer creating a dual shield coating with a decorative finish.
DimensionsVariable depending on building/application/codeStanchions
Dimensions 1155mm high
Nominal Thickness
16.0mm plate
Rails (Mesh Panel)
Diameter 48.3mm OD
Nominal Thickness
4.0mm
Base Plate
Nominal Thickness
16.0mm
Mesh
Mesh Size 25mm x 25mm x 3.25mm
Clamp fittings
Thickness 5.0mm (approx)
Locking screws M12 x 1.75 x 11mm -DEXX ® Drive
Expansion Joint
Diameter 39 mm
Length 300.0mm
Material Steel Hollow Bar
FixingsStanchion attachment to
Concrete M16 mechanical concrete anchors or cast in studs/ferrules as specified.
Structural steel M16 galvanized high tensile bolt set
*Other Fixing options are available on request
Compliance Moddex balustrades and handrails aredesigned and manufactured in accordancewith Austroads Guide to Road Design,relevant statutory WHS Codes of Practice/Guidelines, including AS5100.2.2017 CL12.5.and the NZTA Bridge Manual B6.4*.Galvanized to AS 4792 and AS/NZS4680:2006 (where applicable).
The manufacture of Bridgerail proprietary systems is in accordance with Moddex specifications and manufacturing processes, and this may differ to some jurisdictional specifications for steelwork fabrication, bridges and related structures.
*Excluding where the road controlling authority requires the barrier to restrain crowds orpeople under panic conditions
Testing Stringent vibration endurance tests have been performed and independent testing has been carried out to confirm the suitability of the Moddex system in maritime conditions.
Warranty 5 years from date of purchase subject to correct installation, use and maintenance in accordance with manufacturer’s specifications and recommendations, unless otherwise negotiated at the time of purchase. — Refer maintenance manual
Inspection & Maintenance Visual inspection for any damage or loose fixings must be done periodically and prior to use. No certified maintenance required. Basic wear and tear preventative maintenance is recommended, as per manufacturer’s specifications and recommendations. — Refer maintenance manual
Design Life Standard design life of barrier is 100 years in C2 corrosivity zones.
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved. moddex.com
Technical Information
Important Note: Failure to supply and/or install proprietary product in accordance with above Standards and codes, specification and instructions, voids complete system certification and/ or warranty.
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved.
For information or technical support please contact usT 1800 663 339 (AU) T 0800 663 339 (NZ)
moddex.com
BR20M
Austroads Guide To Road Design; Part 6A5.5.3 The installation of a fence at the side of a path used by cyclists is desirable where: there is a steep batter or large vertical drop located in close proximity to the path the path is adjacent to an arterial road and it is necessary wto restrict cyclist access to the road a bridge or culvert exists on a path a hazard exists adjacent to a particular bicycle facility cyclists are likely to be ‘blazing a separate trail’ at an intersection between paths or around a path terminal.
Standard References
Australian Standard Bridge Design; Part 2This Standard was prepared by the Standards Australia Committee BD-090, Bridge Design, to supersede AS 5100.2—2004.This Standard is also designated as Austroads publication AP-G51.2-17.
The objectives of the AS(AS/NZS) 5100 series are to provide nationally acceptable requirements for—(a) the design of road, rail, pedestrian and cyclist path bridges;(b) the specific application of concrete, steel, timber and composite construction, which embody principles that may be applied to other materials in association with relevant standards;(c) the assessment of the load capacity of existing bridges; and(d) the strengthening and rehabilitation of existing bridges.
The objective of this Part (AS 5100.2) is to specify minimum design loads and load effects for road, rail, pedestrian and cyclist path bridges, and other associated structures.The requirements of the AS(AS/NZS) 5100 series are based on the principles of structural mechanics and knowledge of material properties, for both the conceptual and detailed design, to achieve acceptable probabilities that the bridge or associated structure being designed will not become unfit for use during its design life.
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR20M.F230\BR20M.F230 ISO.dft
2 OF 4
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:1 CUSTOMER
PROJECT
NO REVISION DRAWN DATE03/11/2003/11/20
JBTJBT
03/11/20JBT0MCPHEE BRISBANE
STAIR 02
FULTON HOGAN9554
INITIAL DESIGN INTENT
REFER TO SHEET 1 FOR STANDARD NOTES
1075
1500MODDEX 40NB (HEAVY) HDG PIPE
12ømm BLK STEEL ROD
25mm x 25mm x 3mm MESH
1075
100
F4 - Face Mount (4 Fixings) T4 - Top Mount (4 Fixings)
Expansion DetailA3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR20M.F230\BR20M.F230 ISO.dft
4 OF 4
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:10 CUSTOMER
PROJECT
NO REVISION DRAWN DATE03/11/2003/11/20
JBTJBT
03/11/20JBT0MCPHEE BRISBANE
STAIR 02
FULTON HOGAN9554
INITIAL DESIGN INTENT
170102
16
285 O 20
Mount Dimensions
*Custom mounting options available
Ø39 Expansion Joint
48.3
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR20M.F230\BR20M.F230 ISO.dft
4 OF 4
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
ABCD
1:10CUSTOMER
PROJECT
NOREVISIONDRAWNDATE03/11/2003/11/20
JBTJBT
03/11/20 JBT 0MCPHEE BRISBANE
STAIR 02
FULTON HOGAN9554
INITIAL DESIGN INTENT
170102
16
285O20
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\R1\BR45.T430 ISO.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:10 CUSTOMER
PROJECT
NO REVISION DRAWN DATE17/06/2017/06/20
JBTJBT
17/06/20JBT0BRIDGERAIL BR45
(TOP MOUNT)
BR45
INITIAL DESIGN INTENT
110
200
135225
40
20
R 10TYP16
16
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\BR20.T4\BR20.T4 Spec sheet.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
ABCD
1:10CUSTOMER
PROJECT
NOREVISIONDRAWNDATE28/07/2028/07/20
JBTJBT
28/07/20 JBT 0BRIDGERAIL BR20
BR20.T4
INITIAL DESIGN INTENT
NZTA Bridge Manual Clause B6.4*Pedestrian, cyclist and equestrian barriers shall be designed for the most extreme of the following loads:
a. horizontal and vertical service loads of 1.75kN/m applied to the top rail
b. a horizontal service load of 1.5kN/m ² applied to the gross area of the barrier
c. a point load of 0.5kN in any direction at any point.
*Excluding where the road controlling authority requires the barrier to restrain crowds or people under panic conditions
BR40
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved. moddex.com
BRIDGERAIL™ AS5100.2 CL12.5 and NZTA Compliant Balustrade Level - Standard 2.0 Mtr Spacing with Offset Cycle Rail
BR40 Bridgerail™ Bridge Rail Barrier Specifications
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\R1\BR40.T4.ISO.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:15 CUSTOMER
PROJECT
NO REVISION DRAWN DATE13/07/2013/07/20
JBTJBT
13/07/20JBT0BRIDGERAIL BR40
BR40.T4
INITIAL DESIGN INTENT
1400
Key features Modular flexibility No-weld assembly Flat pack delivery Reduced corrosion Colour options BIM & CAD Support
Applications suited to Cycle paths and bikeways Shared pedestrian paths Protection over culverts Footbridges Refer to applicable Aust and NZ Standards
and Building Codes.
Specification SummarySupply and install the proprietary Bridgerail™ BR40 barrier system to substrate according to Moddex specifications, or by a Moddex accredited installer.
Technical DataMaterial
Stanchions, rails & balustrades
Steel/grade 250 & C350
Clamp fittings Ductile iron
Clamp locking screws
Stainless steel (304)
Protective coating
Stanchions, rails and balustrades
G390 Hot-dip Galvanized(min 390g/m2)
Clamp fittings Hot-dip Galvanized with patented protective coating on threads
Optional Powder coating and paint specs
*The standard process for Powder Coated and Painted handrail products is as follows: black steel is used for fabrication. The steel is sand blasted and a zinc primer coating is applied. The powder coat / paint coat is then applied over the zinc primer creating a dual shield coating with a decorative finish.
DimensionsVariable depending on building/application/codeStanchions
Dimensions 1400mm high
Nominal Thickness
16.0mm plate
Rails (Balustrade Panel)
Diameter 48.3mm OD
Nominal Thickness
3.25mm
Rails (Top Rail)
Diameter 60.3mm OD
Nominal Thickness
4.5mm
Base Plate
Nominal Thickness
16.0mm
Balustrade
Heavy Duty Baluster
16mm
Baluster Centres 100mm (84mm gap)
Clamp fittings
Thickness 5.0mm (approx)
Locking screws M12 x 1.75 x 11mm -DEXX ® Drive
Expansion Joint
Diameter 48 mm
Length 300.0mm
Material Steel Hollow Bar
FixingsStanchion attachment to
Concrete M16 mechanical concrete anchors or cast in studs/ferrules as specified.
Structural steel M16 galvanized high tensile bolt set
*Other Fixing options are available on request
Compliance Moddex balustrades and handrails aredesigned and manufactured in accordancewith Austroads Guide to Road Design,relevant statutory WHS Codes of Practice/Guidelines, including AS5100.2.2017 CL12.5.and the NZTA Bridge Manual B6.4*.Galvanized to AS 4792 and AS/NZS4680:2006 (where applicable).
The manufacture of Bridgerail proprietary systems is in accordance with Moddex specifications and manufacturing processes, and this may differ to some jurisdictional specifications for steelwork fabrication, bridges and related structures.
*Excluding where the road controlling authority requires the barrier to restrain crowds orpeople under panic conditions
Testing Stringent vibration endurance tests have been performed and independent testing has been carried out to confirm the suitability of the Moddex system in maritime conditions.
Warranty 5 years from date of purchase subject to correct installation, use and maintenance in accordance with manufacturer’s specifications and recommendations, unless otherwise negotiated at the time of purchase. — Refer maintenance manual
Inspection & Maintenance Visual inspection for any damage or loose fixings must be done periodically and prior to use. No certified maintenance required. Basic wear and tear preventative maintenance is recommended, as per manufacturer’s specifications and recommendations. — Refer maintenance manual
Design Life Standard design life of barrier is 100 years in C2 corrosivity zones.
Technical Information
Important Note: Failure to supply and/or install proprietary product in accordance with above Standards and codes, specification and instructions, voids complete system certification and/ or warranty.
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved.
For information or technical support please contact usT 1800 663 339 (AU) T 0800 663 339 (NZ)
moddex.com
BR40
Austroads Guide To Road Design; Part 6A5.5.3 The installation of a fence at the side of a path used by cyclists is desirable where: there is a steep batter or large vertical drop located in close proximity to the path the path is adjacent to an arterial road and it is necessary wto restrict cyclist access to the road a bridge or culvert exists on a path a hazard exists adjacent to a particular bicycle facility cyclists are likely to be ‘blazing a separate trail’ at an intersection between paths or around a path terminal.
Standard References
Australian Standard Bridge Design; Part 2This Standard was prepared by the Standards Australia Committee BD-090, Bridge Design, to supersede AS 5100.2—2004.This Standard is also designated as Austroads publication AP-G51.2-17.
The objectives of the AS(AS/NZS) 5100 series are to provide nationally acceptable requirements for—(a) the design of road, rail, pedestrian and cyclist path bridges;(b) the specific application of concrete, steel, timber and composite construction, which embody principles that may be applied to other materials in association with relevant standards;(c) the assessment of the load capacity of existing bridges; and(d) the strengthening and rehabilitation of existing bridges.
The objective of this Part (AS 5100.2) is to specify minimum design loads and load effects for road, rail, pedestrian and cyclist path bridges, and other associated structures.The requirements of the AS(AS/NZS) 5100 series are based on the principles of structural mechanics and knowledge of material properties, for both the conceptual and detailed design, to achieve acceptable probabilities that the bridge or associated structure being designed will not become unfit for use during its design life.
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\R1\BR40.T4.ISO.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:15 CUSTOMER
PROJECT
NO REVISION DRAWN DATE13/07/2013/07/20
JBTJBT
13/07/20JBT0BRIDGERAIL BR40
BR40.T4
INITIAL DESIGN INTENT14
00
100
95014
00
2000TYP
200
MODDEX 50NB (HEAVY) HDG PIPE
T4 - Top Mount (4 Fixings)
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\R1\BR40.T4.ISO.dft
2 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
ABCD
1:1CUSTOMER
PROJECT
NOREVISIONDRAWNDATE13/07/2013/07/20
JBTJBT
13/07/20 JBT 0BRIDGERAIL BR40
BR40.T4
INITIAL DESIGN INTENT
BASEPLATE DETAILSCALE 1 : 5
40200
225
110
135
20
R10TYP
Expansion Detail
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\R1\BR45.T430 ISO.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:10 CUSTOMER
PROJECT
NO REVISION DRAWN DATE17/06/2017/06/20
JBTJBT
17/06/20JBT0BRIDGERAIL BR45
(TOP MOUNT)
BR45
INITIAL DESIGN INTENT
110
200
135225
40
20
R 10TYP16
16
Mount Dimensions
*Face mount and custom mounting options available.
Ø48 Expansion Joint
60.3
NZTA Bridge Manual Clause B6.4*Pedestrian, cyclist and equestrian barriers shall be designed for the most extreme of the following loads:
a. horizontal and vertical service loads of 1.75kN/m applied to the top rail
b. a horizontal service load of 1.5kN/m ² applied to the gross area of the barrier
c. a point load of 0.5kN in any direction at any point.
*Excluding where the road controlling authority requires the barrier to restrain crowds or people under panic conditions
BR45
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved. moddex.com
BRIDGERAIL™ AS5100.2 CL12.5 and NZTA Compliant Balustrade Level - Standard 2.0 Mtr Spacing with Offset Cycle Rail
BR45 Bridgerail™ Bridge Rail Barrier Specifications
Key features Modular flexibility No-weld assembly Flat pack delivery Reduced corrosion Colour options BIM & CAD Support
Applications suited to Cycle paths and bikeways Shared pedestrian paths Protection over culverts Footbridges Refer to applicable Aust and NZ Standards
and Building Codes.
Specification SummarySupply and install the proprietary Bridgerail™ BR45 barrier system to substrate according to Moddex specifications, or by a Moddex accredited installer.
Technical DataMaterial
Stanchions, rails & balustrades
Steel/grade 250 & C350
Clamp fittings Ductile iron
Clamp locking screws
Stainless steel (304)
Protective coating
Stanchions, rails and balustrades
G390 Hot-dip Galvanized(min 390g/m2)
Clamp fittings Hot-dip Galvanized with patented protective coating on threads
Optional Powder coating and paint specs
*The standard process for Powder Coated and Painted handrail products is as follows: black steel is used for fabrication. The steel is sand blasted and a zinc primer coating is applied. The powder coat / paint coat is then applied over the zinc primer creating a dual shield coating with a decorative finish.
DimensionsVariable depending on building/application/codeStanchions
Dimensions 1400mm high
Nominal Thickness
16.0mm plate
Rails (Balustrade Panel)
Diameter 48.3mm OD
Nominal Thickness
3.25mm
Rails (Top Rail)
Diameter 60.3mm OD
Nominal Thickness
4.5mm
Base Plate
Nominal Thickness
16.0mm
Balustrade
Heavy Duty Baluster
16mm
Baluster Centres 100mm (84mm gap)
Clamp fittings
Thickness 5.0mm (approx)
Locking screws M12 x 1.75 x 11mm -DEXX ® Drive
Expansion Joint
Diameter 48 mm
Length 300.0mm
Material Steel Hollow Bar
FixingsStanchion attachment to
Concrete M16 mechanical concrete anchors or cast in studs/ferrules as specified.
Structural steel M16 galvanized high tensile bolt set
*Other Fixing options are available on request
Compliance Moddex balustrades and handrails aredesigned and manufactured in accordancewith Austroads Guide to Road Design,relevant statutory WHS Codes of Practice/Guidelines, including AS5100.2.2017 CL12.5.and the NZTA Bridge Manual B6.4*.Galvanized to AS 4792 and AS/NZS4680:2006 (where applicable).
The manufacture of Bridgerail proprietary systems is in accordance with Moddex specifications and manufacturing processes, and this may differ to some jurisdictional specifications for steelwork fabrication, bridges and related structures.
*Excluding where the road controlling authority requires the barrier to restrain crowds orpeople under panic conditions
Testing Stringent vibration endurance tests have been performed and independent testing has been carried out to confirm the suitability of the Moddex system in maritime conditions.
Warranty 5 years from date of purchase subject to correct installation, use and maintenance in accordance with manufacturer’s specifications and recommendations, unless otherwise negotiated at the time of purchase. — Refer maintenance manual
Inspection & Maintenance Visual inspection for any damage or loose fixings must be done periodically and prior to use. No certified maintenance required. Basic wear and tear preventative maintenance is recommended, as per manufacturer’s specifications and recommendations. — Refer maintenance manual
Design Life Standard design life of barrier is 100 years in C2 corrosivity zones.
Technical Information
Important Note: Failure to supply and/or install proprietary product in accordance with above Standards and codes, specification and instructions, voids complete system certification and/ or warranty.
Designed and manufactured by Moddex. ©Moddex Group. All Rights Reserved.
For information or technical support please contact usT 1800 663 339 (AU) T 0800 663 339 (NZ)
moddex.com
BR45
Austroads Guide To Road Design; Part 6A5.5.3 The installation of a fence at the side of a path used by cyclists is desirable where: there is a steep batter or large vertical drop located in close proximity to the path the path is adjacent to an arterial road and it is necessary wto restrict cyclist access to the road a bridge or culvert exists on a path a hazard exists adjacent to a particular bicycle facility cyclists are likely to be ‘blazing a separate trail’ at an intersection between paths or around a path terminal.
Standard References
Australian Standard Bridge Design; Part 2This Standard was prepared by the Standards Australia Committee BD-090, Bridge Design, to supersede AS 5100.2—2004.This Standard is also designated as Austroads publication AP-G51.2-17.
The objectives of the AS(AS/NZS) 5100 series are to provide nationally acceptable requirements for—(a) the design of road, rail, pedestrian and cyclist path bridges;(b) the specific application of concrete, steel, timber and composite construction, which embody principles that may be applied to other materials in association with relevant standards;(c) the assessment of the load capacity of existing bridges; and(d) the strengthening and rehabilitation of existing bridges.
The objective of this Part (AS 5100.2) is to specify minimum design loads and load effects for road, rail, pedestrian and cyclist path bridges, and other associated structures.The requirements of the AS(AS/NZS) 5100 series are based on the principles of structural mechanics and knowledge of material properties, for both the conceptual and detailed design, to achieve acceptable probabilities that the bridge or associated structure being designed will not become unfit for use during its design life.
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\R1\BR45.T4 Spec Sheet.dft
1 OF 1
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:25 CUSTOMER
PROJECT
NO REVISION DRAWN DATE26/05/2026/05/20
JBTJBT
26/05/20JBT0BRIDGERAIL BR45
BR45.T4
INITIAL DESIGN INTENT
MODDEX 50NB (HEAVY) HDG PIPE
MODDEX 40NB (MED) HDG PIPE
2000TYP
7002000TYP
900 200
100
95014
00
900
1400
T4 - Top Mount (4 Fixings)
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\R1\BR45.T430 ISO.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
ABCD
1:10CUSTOMER
PROJECT
NOREVISIONDRAWNDATE17/06/2017/06/20
JBTJBT
17/06/20 JBT 0BRIDGERAIL BR45
(TOP MOUNT)
BR45
INITIAL DESIGN INTENT
110
200
135225
40 20
R10TYP 16
16
Expansion Detail
A3
FILE NAME: C:\Users\JBT\Documents\Moddex\AS5100 Bridge Rail Barriers\R1\BR45.T430 ISO.dft
1 OF 2
DRAWING/PART No.
ISSUESHEET
44 Kalman Drive (Head Office)BORONIA VIC 3155
T\ 1800 663 339E\ [email protected]
CHECKEDDRAWN
DESIGNEDSCALE
A B C D
1:10 CUSTOMER
PROJECT
NO REVISION DRAWN DATE17/06/2017/06/20
JBTJBT
17/06/20JBT0BRIDGERAIL BR45
(TOP MOUNT)
BR45
INITIAL DESIGN INTENT
110
200
135225
40
20
R 10TYP16
16
Mount Dimensions
*Face mount and custom mounting options available.
Ø48 Expansion Joint
60.3
NZTA Bridge Manual Clause B6.4*Pedestrian, cyclist and equestrian barriers shall be designed for the most extreme of the following loads:
a. horizontal and vertical service loads of 1.75kN/m applied to the top rail
b. a horizontal service load of 1.5kN/m ² applied to the gross area of the barrier
c. a point load of 0.5kN in any direction at any point.
*Excluding where the road controlling authority requires the barrier to restrain crowds or people under panic conditions