Also called: PSC box girder, post-tensioned box, voided slab, cast-in-place PT deck
How it is done
- Form the section with internal void forms or boxes; place reinforcement, ducts on chairs to the profile, anchorages and vents.
- Pour in a sequence that avoids cracking (bottom slab and webs, then top slab); cure.
- Thread and stress tendons at 70-80 % of characteristic strength with calibrated jacks, measure elongation, grout the ducts within days, seal the anchorages.
Where it fits
- All cast-in-place methods; box girders for spans above 40 m, slabs up to 25-30 m.
Where it does not
- Poor grouting practice: voids in ducts are the dominant durability failure of PT bridges.
Plant, pace and money
PlantFormwork, PT jacks and grouting plant, concrete supply.
ProductivitySet by the erection method.
CostDeck USD 1,100-2,500 per m2 depending on the method.
Risks and controls
What goes wrong
- Duct blockage, wrong tendon profile, grout voids, anchorage failure at stressing, thermal cracking of thick webs.
Quality assurance
Duct profile survey before pouring, stressing records (force and elongation), grout tests and vacuum grouting where required, anchorage sealing.
Examples
The game's psc_box_cip and psc_box_cip_fcm deck types.
Related methods
Further reading
PTI/ASBI M50 · fib Bulletin 20 Grouting of tendons · AASHTO LRFD 5