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
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.