Infrastructure Management and Delivery Industry Forum

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Infrastructure Management and Delivery Industry Forum Structures update Ross Pritchard Deputy Chief Engineer (Structures) 15 November 2013

Transcript of Infrastructure Management and Delivery Industry Forum

Page 1: Infrastructure Management and Delivery Industry Forum

Infrastructure Management and DeliveryIndustry Forum

Structures update

Ross PritchardDeputy Chief Engineer (Structures)

15 November 2013

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Tourism Construction

Mining Agriculture

Four Pillars of the Queensland Economy

Customers First

Ideas into Actions

Unleash Potential

Be Courageous

Empower People

Queensland Public Service Values

Queensland Plan

The

A 30 year vision for Queensland

Government Priorities

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• Hydraulics• “Design criteria for bridges and other structures”• Specifications• ITS Gantries

Scope

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• Hydraulic Design Brief• Bridge Scour Manual – including flood robustness• Storm Surge Manual – (under development• Fish passage for culverts including

Standard Drawings – (under development)

Hydraulics

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• Design life of elements• Advertising signs – new• Development applications adjustment to tunnels

and bridges updated• Safety in Design• RSS walls and scour• Other improvements

Design criteria for bridgesand other structures

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• MRTS14 – Steel guardrail• MRTS25 – Concrete Pipes• MRTS69 – Fibre composites• MRTS72 – Reinforced precast• MRTS82A – Finger joints

• All new specifications have commentary

Specifications update

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MRTS14 Steel beam guardrail

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• Guardrail is critical component to ensure safety of errant vehicle

• Substandard guardrail will not behave as designed when impacted

• Issues include material properties and geometry• Non conforming guardrail has been identified in

Australia

Guardrail

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MRTS25 Concrete pipes

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• Clearer alignment to Australian Standarde.g. durability class

• Construction vehicle load cases defined• Special cases outside AS 4058 – Potential Acid

Sulphate Soil (PASS) defined, wave action• Testing variation and defects types adjusted for

TMR risk profile

MRTS 25 Concrete Pipe

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MRTS69 Fibre Reinforced Girders

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• No Australian Standard exists for design and manufacture fibre composites

• TMR at present owns 314 Timber Bridges• Ageing Timber girders need replacement• Sourcing quality hardwood timber girders is

becoming increasingly difficult

Fibre Composites

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• FRP Composite girders can provide a suitable alternative – (flexible design to exhibit strength and stiffness properties similar to good quality timber)

• Structural Health Monitoring

Fibre Composites

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MRTS 69 A (Design)MRTS 69 B (Manufacture)MRTS 69 C (Installation)

Trial Coulson Creek, Lake Moogeerah Road, South Coast Region

(early December)

Fibre Composites

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MRTS72 Reinforced precast concrete

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Products

50 year design life 100 year design life

AS 3600 AS 5100

MRTS 72Reinforced Precast Concrete

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Design Life Typical Applications

100 years • Bridges• Retaining walls• Gantries and Cantilever signs over any portion of roadway• Above carriageway tolling structures• Gully pits within the traffic lanes, shoulders, medians or 2.0m clear zone

from the edge of the shoulder• Pipe and culvert head walls for pipe diameter greater than 800mm• Culverts • Critical drainage structures• Tunnels

50 years • Precast concrete kerbs, lintels, channels, ramp vehicular crossings, pipe and culvert headwalls less than 400mm (Standard drawing numbers 1033, 1311, 1312, 1313, 1321, 1322, 1442, 1443, 1444, 1446, 1459)

Key changesDesign life for MRTS72

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• Factor of safety of 4• Minimum dynamic value 1.5 - higher values for

rough ground • Higher values for repeated high use lifting e.g.

portable concrete barriers

Lifting details

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• Concrete testing by volume of concrete not per element

• Blended cements in aggressive environments• Limit chloride content of aggregate in

aggressive environment• Finish aligns with AS 3610 and crack limit

defined

Other changes

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MRTS82A Finger joints

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MRTS 82AFinger Joints

MRTS 90Modular

Expansion Joints

MRTS 82Alu-strip

Expansion Joints

Increasing joint movement

Yeppon Crossing

MRTS82A Finger joints

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• Design aligns to RMS criteria• Includes aluminium and steel finger joints• Both finger plates and saw tooth• Provide economical joints for medium length

bridges

Main features

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ITS Gantries

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• Consistent state-wide approach• Define locations they required for• Develop suite of standard details, design criteria

and specification• Value for money• Interdisciplinary project

Purpose of project

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• No gantry – sign on side of road• Above carriageway gantry – ‘walk on’• Above carriageway gantry – road closure for access• Criteria of ITS gantry – rigid for enforcement

Type of access to gantry

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Flow Chart

Variable SpeedLimit Sign

Lane useManagement

Signs

EnforcementSigns

Information Signs

Process to determine gantry

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ITS Gantry

ProtectionRoad

Geometry

Design

Cabling

EquipmentTolerances

AccessCabinets

Team Safety

Reliability

Maintain

Cost

ITSGANTRY

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Barrier protecting overhead gantry

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• Structures is producing a significant number of new / updated documents

• TMR has aligned to Australian Standards as a starting position

• In some areas, where Australian Standard do not extend, e.g. Acid Sulphate Soil, TMR has defined criteria

Conclusions

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