Bridges
- Publication no: ABC2025-011-25
- Published: 27 June 2025
- PDF (free) Download
Transport for New South Wales (TfNSW) has conducted extensive studies on the behaviour of modular bridge expansion joints (MBEJs) due to issues observed in previously installed joints within its bridge network. While modular joints are associated with high costs, they remain the only viable solution when the required longitudinal movement exceeds 600 mm, as the largest registered proprietary fingerplate joints in New South Wales accommodate a maximum longitudinal movement of 600 mm.
Although a range of fingerplate joints (from 140 mm to 600 mm of longitudinal movement) are listed in the TfNSW Proprietary Components and Systems Register for Bridgeworks1 (TS 01621:3.0), they are unsuitable for applications where lateral movement demands exceed the capacity of the gaps between opposing fingers. In such cases, modular joints are the preferred choice, even for longitudinal movements less than 600 mm, particularly when lateral movement demands when driven by factors such as mining subsidence exceed the capability of fingerplate joints, unless innovative staged solutions are employed.
Modular joints, having many components with multiple support mechanisms, present dynamic challenges that must be carefully addressed to mitigate issues related to noise, excitation, vibration, and damping characteristics. The primary reference documents in Australia for the design, fabrication, testing, supply, and installation of modular joints include AS 5100.42, TfNSW Specification TS 01764.1 (formerly known as B3163), and Queensland TMR Specification MRTS904. This paper discusses certain aspects within these reference documents that could be clarified or revised to align with contemporary practices and challenges in the design and use of modular joints.
This paper identifies key requirements within these reference documents that need to be addressed and highlights areas where further consideration is required when specifying design, installation, and maintenance guidelines for modular joints. Additionally, the paper provides recommendations for minimising installation-related delays and variations and offers strategies to avoid future maintenance issues.