Design of a specific bituminous surfacing for the world's highest orthotropic steel deck bridge : France's Millau Viaduct

This paper presents a rational approach for the performance-based design of bituminous wearing surfacings on orthogonally anisotropic steel bridges. The behavior of bituminous surfacings on steel orthotropic decks under heavy truck traffic and environmental conditions is highly complex. Both the geometry of the structure and the high flexibility of metallic plates make the deformations and stresses severe in steel bridge surfacings. In particular, the repeated loading makes the fatigue strength an important parameter for the design of such bituminous wearing courses. In addition, these specific surfacings must have durability over the expected temperature range, and they must be resistant to thermal cracking at low temperatures and to rutting at high temperatures. The technical studies that were conducted in parallel with the construction of the Millau Viaduct (France)—the world's highest bridge—have provided in particular the opportunity for progress in the development of appropriate laboratory testing e...

[1]  Andy Collop,et al.  Viscoelastic linearity limits for bituminous materials , 2003 .

[2]  Armelle Chabot,et al.  Thermomechanical modelling for fatigue damage of bituminous materials , 2004 .

[3]  François Olard,et al.  Design of a specific bituminous surfacing for orthotropic steel bridge decks : application to the Millau Viaduct , 2005 .

[4]  G Hameau,et al.  COMPORTEMENT A LA FATIGUE EN FLEXION SOUS MOMENT NEGATIF DES REVETEMENTS DE CHAUSSEES DE TABLIERS METALLIQUES , 1981 .

[5]  Elias Doubbaneh Comportement mécanique des enrobés bitumineux des "petites" aux "grandes" déformations , 1995 .

[6]  Didier Bodin,et al.  A DAMAGE APPROACH FOR ASPHALT MIXTURE FATIGUE TESTS , 2002 .

[7]  Andy Collop,et al.  Evaluation of the Linear and Non-Linear Viscoelastic Behaviour of Bituminous Binders and Asphalt Mixtures , 2002 .

[8]  M Y Lau LES OUVRAGES D'ART - 1) PONTS METALLIQUES - PONTS A DALLE ORTHOTROPE - PRINCIPAUX RESULTATS DES ETUDES EFFECTUEES AU LCPC , 1978 .

[9]  Roman Wolchuk Structural Behaviour of Surfacings on Steel Orthotropic Decks and Considerations for Practical Design , 2002 .

[10]  Gilles Pijaudier-Cabot,et al.  CONTINUUM DAMAGE APPROACH TO ASPHALT CONCRETE FATIGUE MODELING , 2004 .

[11]  Charles Seim,et al.  Influence of Wearing Surfacing on Performance of Orthotropic Steel Plate Decks , 2004 .

[12]  P Des Croix,et al.  BINDER-MIX RHEOLOGY: LIMITS OF LINEAR DOMAIN, NON LINEAR BEHAVIOUR , 1996 .

[13]  J L Hulsey,et al.  Wearing Surfaces for Orthotropic Steel Bridge Decks , 1999 .