As the development of the traffic in the world, the bridge deck pavement is playing a more and more important role
in the whole traffic system. Big span bridge has become more and more especially cement concrete bridge, therefore
the bridge deck pavement bonding layers are emphasized as an important part of bridge traffic system, which can
mitigate travel impact to bridge and magnify stationary or traffic amenity. The quality and durability of deck
pavement bonding layer has directly effect on traffic safety, comfort, durability and investment of bridge. It
represents the first line of defence against the ingress of water, road de-icing salts and aggressive chemicals. In real
project, many early age damage of bridge deck pavement has become serious disease that affecting the function of
bridge. During the construction of the bridge deck, many types of asphalt binders were used, such as
styrene-butadiene-styrene (SBS) modified asphalt, styrene-butadiene rubber (SBR) modified asphalt, neoprene latex
asphalt, etc. In this paper UTM-25 was used to test the tensile strength of different bridge deck pavement bonding
layers with the different treatment methods to inter-surface.
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