|
Background
It has
been found that the durability of bridges is dependent on the effectiveness
of the bridge deck waterproofing and the movement joints. Aggressive salt
water must be prevented from entering the structural fabric to avoid unseen
corrosion from damaging the concrete and steel elements. The waterproofing
and expansion joints must be continuous to prevent water percolation through
permeable road surfacing and resist the hydraulic water pressure developed
by the traffic movement. There should be a positive link between the bridge
deck waterproofing and the expansion joints with combined sub-surface
drainage outlets to discharge water and prevent a build-up of water behind
the joint. These drainage systems can take the form of slotted box sections
or cast-in pipes which collect the infiltrated water in front of the joint.
Function
Bridge
expansion joints have to function as "riding plates" to carry the imposed
traffic loads and also accommodate the thermal movement, shrinkage, pre-stress
creep and rotation of the deck. These joints can be simple flexibilised
asphalts or complex mechanical or elastomeric elements, according to the
range of movements to be accommodated. The expansion joint should give
good riding characteristics without generating excessive noise from traffic,
especially in urban areas where adjacent residential property may need
careful consideration. It must also be functional for the road-user whilst
having good skid resistance and be suitable for the road curvature and
alignment. If pedestrians, animals and cyclists use a bridge the expansion
joint should be of a design which does not cause safety problems. Footpaths
may need cover plates slightly recessed below the surface to provide safe
access.
Durability
It is
essential to use materials which are durable and offer a maintenance-free
operation. Any elements subject to wear must be replaceable using simple
techniques since traffic management schemes and lane closures are costly
and need special authorisation as well as causing public irritation. Therefore,
it may be expedient to replace bridge expansion joints prematurely while
other maintence work, such as re-surfacing, is carried out so that future
road closures are minimised.
Design
The bridge
designer must clearly set out the desired operating standards and define
the total movements related to the imposed loadings, temperature range,
deck shortening and rotation. In this way the manufacturer or supplier
can provide the correct technical solution which can be incorporated into
the working drawings. It is essential to embrace the particular design
features of various bridge expansion joints so that box-outs and plinths
can be formed without resorting to changes in reinforcement, etc, at a
later state. It is vital that the bridge expansion joint is formed continuously
from parapet to parapet taking into account footpaths, kerbs, central
reserves and skew angles. The aggregated longitudinal movement and skew
movement should be used to select the correct size and performance of
the joint. The fixing and bonding of different types of joints should
not cause or propagate damage to the road surfacing or the supporting
bridge structure.
Installation
Installation
of the joints should be delayed for as long as possible to allow for shrinkage
and creep of the deck and settlement of the supports. The gap widths should
be formed to suit the bridge deck temperature in relation to the mean
deck temperature. Further information on this relationship can be obtained
from TRL Report SR479 "Bridge temperature for setting bearings and expansion
joints" by Mary Emerson.
Drainage
Where segmental
types, elastomeric elements in metal runners or cantilever comb/tooth
joints are used, a separate drainage membrane should be used to collect
and discharge any infiltrated water into outlets to increase the security
of the joints.
References
For further
information refer to the Highways Agency Departmental
Standard BD 33/94 and Advice Note BA 26/94.
Highways
Agency publication SA/1 List of Approved/Registered Products
includes bridge expansion joints. It is revised annually.
|