Design and construction of high skew Super-T bridges

The use of precast prestressed Super-T girders for the construction of new bridges is a common technique in Australia today with the majority of new bridges constructed this way. A precast Super-T girder bridge has significant savings over a ‘cast-in-situ’ alternative in terms of cost, time, safety, community impact and traffic to name just a few. Currently, the RTA of NSW requires Super-T girder bridges to be designed with a maximum skew of 35 degrees. In exceptional cases, the RTA has allowed these types of bridges to be designed with larger skews. This paper describes such a case with the design and construction of twin bridges on the Pacific Highway Upgrade at Banora Point. The bridges consist of Type 5 Super-T girders, approximately 40 metres long on a 40 degree skew. Following the construction of the northbound bridge, cracking of the bridge deck was observed predominantly in the vicinity of the acute corners of the bridge. The staging of the construction of the bridges allowed a review of bridge performance to be monitored and assessed, and design and construction processes to be challenged and improved prior to the construction of the southbound bridge. This paper presents the findings from a detailed investigation into the cracking, resulting in recommendations for best practice design and construction of long span, high skew Super-T girder bridges.

• Record URL:
  • http://arrbknowledge.com
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9781921709814
• Authors:
  • Deck, A
  • Silva, R
  • Canceri, J
• Conference:
  • Austroads Bridge Conference, 8th, 2011, Sydney, New South Wales, Australia
• Publication Date: 2011-10

Language

• English

Media Info

• Pagination: 17p
• Monograph Title: Austroads 8th Bridge Conference: sustainable bridges: the thread of society: Sydney Convention and Exhibition Centre, 31 October-5 November 2011, Sydney, Australia

Subject/Index Terms

• TRT Terms: Beams; Bridge design; Bridges; Case studies; Cracking; Skew bridges
• Geographic Terms: Australia; Banora Point, New South Wales
• ATRI Terms: Beam; Bridge design; Case study; Cracking; Skew bridge
• ITRD Terms: 8531: Case study; 9011: Design (overall design)
• Subject Areas: Bridges and other structures; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 01369405
• Record Type: Publication
• Source Agency: ARRB
• ISBN: 9781921709814
• Report/Paper Numbers: AP-G90/11
• Files: ITRD, ATRI
• Created Date: May 3 2012 10:41AM