4.1 Introduction
This section describes the construction of bonded concrete
overlays (BCO) on both CRCP and CPCD pavements.
Many of the older concrete pavements in Texas were designed
and constructed with insufficient thicknesses for today’s traffic
demand. This insufficient thickness often results in pavement distresses
such as punchouts for CRCP and mid-slab cracking or joint faulting
in CPCD. However, if the Portland cement concrete (PCC) pavement
is still structurally sound, does not show significant signs of
distresses, but has insufficient thickness, BCO can provide cost-effective
rehabilitation strategies to extend the pavement life.
When constructing a bonded concrete overlay, a new concrete
layer is applied to the surface of the existing PCC pavement. This
increases the total thickness of the concrete slab, thereby reducing
the wheel load stresses and extending the pavement life. There are
BCO projects in Texas that have provided an additional 20 yr. of
service. At the same time, there are BCO projects that did not perform
well for various reasons.
The most important factor for the success of a BCO is having
a good bond between a new and old concrete layers. If a good bond
is provided, the new composite slab, old and new concrete layers, will
behave monolithically as a thicker slab. On the other hand, if the
two layers are not properly bonded together, the two layers will
behave as independent slabs, which will result in high wheel load
stress within the new concrete layer, and the pavement performance
will be compromised.