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International Bridge Forum UK September 2009 Designing for Increased Traffic Loading Geoff Boully - Australia vicroads

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Page 1: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

International Bridge Forum UK September 2009

Designing forIncreased Traffic Loading

Geoff Boully - Australia

vicroads

Page 2: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

AUSTRALIAN BRIDGESRoad Mapping Classification

Page 3: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

AUSTRALIAN BRIDGESFreight Movement

Page 4: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

Melbourne Port Area

AUSTRALIAN BRIDGESFreight Movement

• Freight task increasing at about 4% compound p.a. on major routes for past decade• Important networks linking interstate cities, ports, rail terminals and industry hubs • Continual trend towards heavier and longer vehicles• SM1600 capacity for new bridges provides for volume limit on almost 60% vehicles

Page 5: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

AUSTRALIAN BRIDGESTraffic Live Load Design Standards

Pre – 1950Individual states variedGenerally 15t tractor +/or 1.5t/m udl

1950 – 1976AASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl

1976 -2000T44 - 44t semi-trailer or 1.25t/m udl

2000 onwardsSM1600 M1600 moving160t load

S1600 stationary 160t load

Page 6: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

 

360 kN 360 kN 360 kN 360 kN

ELEVATION

6 kN/m

3.75m Varies: 6.25m minimum 5.0 m

0.6 m

2.0 m

0.6 m

400 mm200 mm 3.2 m

standarddesign

PLAN

1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25

240 kN 240 kN 240 kN 240 kN

ELEVATION

24 kN/m

1.25 3.75m Varies: 6.25m minimum 5.0 m

0.6 m

2.0 m

0.6 m

400 mm200 mm 3.2 m

standarddesign

PLAN

1.25 1.25 1.25 1.25 1.25 1.25 1.25

S 1600

M 1600

Page 7: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

HML Vehicles -Defined networks(Road friendly suspensions)

45.5t Semi-Trailer

68t B-Double

Australian B-Doubles• B-Doubles increased to 11,000 since introduction 18 years ago• Saving of nearly 7000 semi-trailers

• 70,000 articulated vehicles currently on Australia’s road network• Estimate increase to about 100,000 by 2020 without introduction of new vehicles and technologies

Road Trains -Remote Area Networks

Page 8: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

50t Quad Axle Semi-Trailers 77.5t Quad Axle B-Doubles

HIGH PRODUCTIVITY FREIGHT VEHICLES

82.5t & 90.5t B-Triples

Page 9: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

OTHER COMMERCIAL VEHICLESFuture High Productivity Freight Vehicles Special Purpose / Permit Vehicles

European Cranes - Specific networks being developed

Heavy Load Platform Indivisible Loadse.g. 600t transformer Individual trip assessment

110t Super B-Double - currentlyPorts of Melbourne & Sydney

Quarry road train – Darwin Port

Page 10: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

BRIDGE CONSTRUCTIONDesign Standards

Design for Durability• Design standards• Materials supply• Construction methods• Bridge hardware durability and replacement – integral bridges

Design for Work Place Safety• Construction• Inspection• Maintenance

Page 11: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

BRIDGE CONSTRUCTIONConstruction Standards

Traffic Management & Emergency Bridging

• Staging operations• Rapid forms of construction

• Rapid deck construction• Rail over road bridges jacked in sideways

• Temporary bridging• Temporary barriers

Construction Issues

Quality Assurance• Systems• Surveillance & audits

Different Types of Contract Delivery• Informed purchaser• Appropriate planning• Appropriate tender period• Effective delivery

Page 12: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

BRIDGE CONSTRUCTIONTypical Bridges

Page 13: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

BRIDGE CONSTRUCTIONBridge Strengthening & Widening

Improved Traffic Capacity and Road Safety• Widening• Improved alignments• Upgrading bridge and bridge approach barriers

Increased Load Capacity for Heavier Vehicles• Strengthening of existing bridges• Widening and strengthening existing bridges

Reduced Maintenance• Eliminate expansion joints and bearings

• Concrete overlays – continuous decks on precast beams• Integral bridges

Page 14: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

CONCRETE SEGMENTAL BOX GIRDER

• Connections• strength• durability

• Compatibility• Strengthening existing structure

Page 15: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

REINFORCED CONCRETE BEAM BRIDGE

• Multiple widening• Different design capacities• Capacity Rating

• Freight vehicles• Heavy load platforms

Page 16: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

7th Austroads Bridge Conference Auckland NZ 2009

SUPER-TEE BEAM BRIDGE• New infill section• Existing structure

Page 17: Designing for Increased Traffic Loading - · PDF fileAASHTO HS20-44 / MS18 - 33t semi-trailer or 1.25t/m udl 1976 -2000 T44 - 44t semi-trailer or 1.25t/m udl 2000 onwards SM1600 M1600

HAUNCHED STEEL GIRDERS – DROP IN SPAN

1960s bridge

• Increase strength & width• Load test, theoretical assessment & design• MS18 to 75%SM1600 - use by110t super BDbls• Reduce maintenance & risk• Eliminate expansion joints• Eliminate pins / monitor fatigue• Adjust articulation • Widen to retain architecture