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Post-Tensioned Concrete Court Construction


Post-tensioned concrete is the method utilized in the majority of new tennis court construction. It is also the reconstruction method of choice for badly heaved or cracked courts.

This method has a pad of 4" thick concrete with 1/2" sheathed tensioned cables centered in the concrete and anchored in a perimeter beam. When the concrete is poured the fence and net posts are integrated into the slab. While the concrete is curing the cables are tensioned in both directions to pull the concrete together. After curing, the surfacing system (either color, a 1/2" of cold asphaltic emulsion, or cushion) and lines are applied.

Concrete under tension is very durable and resistant to cracking and ground movement, making post-tensioned construction an excellent long term value.

Post-tensioned concrete courts provide superior quality.
Their advantages over conventional asphalt courts are:

Increased resistance to cracking More controlled slope for drainage
Increased resistance to settling and/or heaving Stable, attractive concrete edge
Better uniform planarity for play Ability to integrate slab and retaining walls
Elimination of cold joints around the net and fence posts Lower maintenance costs (This is very important if future access is limited by landscaping, other structures, etc.)


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