PRECAST PAVEMENT

Benefits

Precast Benefits

Expedited Construction

Expedited construction is not just about how fast the pavement can be constructed, but more importantly, how fast it can be opened to traffic. Conventional cast-in-place pavement requires several days of additional curing time after the concrete is placed before it is strong enough to withstand traffic loading. While “fast-setting” concrete mixtures have been developed for this purpose, these can be cost-prohibitive for large-scale pavement construction.

Reduced User Delay Costs

User delay costs are costs to the drivers of the roadway that are directly attributable to congestion caused by construction activities. Increased fuel consumption, lost work time, increased vehicle wear and tear, and increased air pollution are just a few of these costs. The savings in user delay costs realized through limiting construction to only off-peak travel times (at night or over a weekend) can be substantial. This is where the primary economic benefit of precast pavement is realized.

Tolerance to Weather Conditions

Precast pavement allows construction through a wider range of weather conditions. While conventional cast-in-place pavement construction is generally restricted by ambient temperatures (e.g., 95 °F and falling or 34 °F and rising) and cannot be placed during periods of heavy or prolonged rainfall, precast pavement can be installed in most weather conditions, assuming those conditions do not affect other factors such as the condition of the supporting base and delivery of the panels.

Improved Durability and Performance

Precast concrete has a decades-long proven track record as a durable high-performance product for bridge and commercial building construction. And with the earliest projects now approaching 20 years old, the same is proving true for precast pavement. This is the result of a high degree of quality control that can be achieved at a precast fabrication plant. High strength, low permeability concrete mixtures with a low water-cement ratio and uniform aggregate gradation are used routinely by precast fabrication plants. At most plants concrete batching and quality control is done on-site and the concrete is transported only a short distance from the batch plant to the forms, minimizing changes in concrete properties between the mixing and placing operations. What’s more, precast fabrication plants offer tremendous flexibility over the curing operation. Precast concrete elements can be fabricated indoors, they can be wet-mat cured, steam cured, and curing can be maintained as long as necessary after casting. Problems that can plague cast-in-place pavement construction such as surface strength loss, “built-in” curling, and inadequate air entrainment, can all be eliminated with precast concrete.

Increased Safety

Work zone safety is an important advantage of precast pavement. By permitting construction to be completed during short closures, it can be restricted to non-peak travel times when both worker exposure to traffic and traffic exposure to construction operations and traffic control measures is minimized.

Prestressed Benefits

Many precast pavements being constructed today use prestressed panels. Prestressing is incorporated through either pre-tensioning during fabrication or through post-tensioning after installation on site. Prestressed concrete has a proven track record for enhancing the performance and durability of concrete structures, and the same is proving true for precast pavements.

Reduced Cracking

While conventional pavements are designed to crack at specific locations (at sawcut joints for JCP) or at regular intervals (CRCP), in general cracking is not desirable. Cracks can spall, permit water to penetrate the underlying subbase, fault, and potentially lead to severe pavement failures. Prestressing helps minimize or even eliminate cracking by putting a pavement in compression, reducing the likelihood of cracking due to tensile stresses. What’s more, the so-called “elasto-plastic” behavior of prestressed concrete will help keep any cracks that do form tightly closed.

Reduced Slab Thickness

Prestressing can also help reduce the required slab thickness for a given project design. The precompression provided by prestressing effectively reduces the tensile stresses under traffic loading in a thinner pavement slab to those of a much thicker pavement slab. Why is this important? First is the savings in concrete material. Constructing an 8 inch thick pavement slab instead of a 12 inch thick pavement slab will save more than 780 cubic yards of concrete per lane-mile. Secondly, for most pavement rehabilitation or replacement remove and replace operations, it is generally necessary to match the existing slab thickness. Most existing pavements that are in need of replacement are on the order of 8-10 inches thick. Prestressing permits in-kind replacement of the existing pavement with a pavement slab that will have a design life of a much thicker slab. Finally, a reduction in slab thickness can mitigate overhead clearance challenges. When replacing a pavement under a bridge overpass, for example, it is often not possible to construct a thicker pavement than what was in place already without having to excavate base material.

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