Highway Engineering

(Nandana) #1
Highway Pavement Materials and Design 223

Longitudinal joints may also be required to counteract the effects of warping
along the length of the slab. They are broadly similar in layout to transverse
warping joints.

7.7.3 Reinforcement


Reinforcement can be in the form of a prefabricated mesh or a bar-mat. The
function of the reinforcement is to limit the extent of surface cracking in order
to maintain the particle interlock within the aggregate.
In order to maximise its bond with the concrete within the slab, care must be
taken to ensure that the steel is cleaned thoroughly before use. Because the
purpose of the reinforcement is to minimise cracking, it should be placed near
the upper surface of the pavement slab. A cover of approximately 60 mm is
usually required, though this may be reduced slightly for thinner slabs. It is nor-

SLAB SLAB

Seal

Crack inducer
SUBBASE

Tie bar

Figure 7.17Warping joint detail.

SLAB SLAB

Reinforcement overlapping
by 600 mm minimum

SUBBASE

Tie bar

Figure 7.18Construction joint detail.
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