By Theodore Rockwell
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The other reason they are rare is that if bond is not achieved, the thin overlays will fail rapidly. A third type of concrete overlay on concrete pavement, the partially bonded overlay, has been used in the past. For these overlays, no special measures are taken to either prevent or achieve bond – the new concrete is simply placed on top of the old. Some of these overlays were US Army Corps of Engineers airfields, with thick overlays placed over thin existing pavements. As a result, the contribution of the existing pavement may have been very small.
ACPA (2000c: 28) provides a table for determining the strength necessary to open the concrete pavement to public traffic. Safety in US highway construction work zones is addressed in Part VI of the Manual on Uniform Traffic Control Devices (FHWA 2003). Congestion and capacity may be analyzed using Highway Capacity Manual 2000 (AASHTO 2000). 11R-01 (ACI Committee 325 2001). It is important to note that accelerated paving does not always require high early strength concrete. With materials and mixtures in use today, conventional paving concrete generally achieves sufficient strength to carry traffic in 2–4 days, so if opening to traffic can be delayed that long there is no need to use high early strength concrete.
If joints become faulted, then drivers encounter bumps at the joints and experience a rough ride. Two methods are used to provide load transfer across JPCP joints – aggregate interlock and dowels. 1 Jointed plain concrete pavement (JPCP) (courtesy: ACPA). Aggregate interlock joints are formed during construction by sawing 1/4−1/3 of the way through the pavement to create a plane of weakness. A crack then propagates through the remaining thickness of the pavement as the concrete contracts. This crack has a rough surface because it propagates around the aggregates through the green cement paste, and as long as it remains narrow the joint can transfer load from one slab to another through bearing stress of the aggregate particles against each other across the crack.
Reactor Shielding Design Manual by Theodore Rockwell