Concrete that has been pre-compressed with steel tendons so it resists cracking under heavy loads.
Concrete in which internal compressive stresses are introduced before service loads are applied, counteracting the tensile stresses that would cause cracking under load. Pre-stressing is achieved by pre-tensioning (tensioning tendons before casting) or post-tensioning (tensioning after casting). Pre-stressed concrete enables longer spans, thinner sections, and improved durability compared to conventional reinforced concrete.
Pre-stressed members let designers achieve long clear spans with shallower sections, which can reduce floor-to-floor height, structural quantities, and overall building cost—factors an estimator must capture when comparing a pre-stressed scheme against cast-in-place. Pricing it correctly means accounting for specialized fabrication, tendon and stressing labor, and the sequencing constraints that affect schedule and cash flow. Misjudging whether work is pre- or post-tensioned can swing both the sub scope and the markup.
Estimating a parking structure, the estimator solicits a precast/pre-stressed sub for the double-tee deck and a separate post-tensioning sub for the cast-in-place transfer slab, keeping the two scopes clearly split so neither is double-counted or missed at award.
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