REPLACEMENT OF REINFORCED-CONCRETE DECK OF CHAMPLAIN BRIDGE, MONTREAL, BY ORTHOTROPIC STEEL DECK

Citation
Gp. Carlin et Ms. Mirza, REPLACEMENT OF REINFORCED-CONCRETE DECK OF CHAMPLAIN BRIDGE, MONTREAL, BY ORTHOTROPIC STEEL DECK, Canadian journal of civil engineering, 23(6), 1996, pp. 1341-1349
Citations number
12
Categorie Soggetti
Engineering, Civil
ISSN journal
03151468
Volume
23
Issue
6
Year of publication
1996
Pages
1341 - 1349
Database
ISI
SICI code
0315-1468(1996)23:6<1341:RORDOC>2.0.ZU;2-O
Abstract
The Champlain Bridge, Montreal, Quebec, has recently undergone replace ment of its deteriorated reinforced concrete deck situated over the St . Lawrence Seaway with a new orthotropic steel deck. The new deck cons ists of 210 prefabricated steel panels which have been installed at th e rate of one panel per night. The panels arrived on site with a base course of pavement to allow traffic flow over the new panels without d isrupting the rush hour and daytime traffic. As a result of the new de ck being 25% lighter in weight, the reserve strength capacity of the s teel superstructure to accommodate live loads has increased sufficient ly to bring the bridge within the governing live load requirements of the CAN/CSA Standard S6-1988 ''Design of highway bridges.'' The govern ing design live loads on bridges have increased by about 50% since the original construction of the bridge over 30 years ago and reflect the larger vehicle weights permitted over Canadian roadways.