At Yamuna Bridge, precise elevation monitoring during pre-compensation revealed asymmetrical deformation due to stiffness differences between stitched and unstitched cantilevers. Engineers corrected the imbalance by strategically placing kentledge on the more flexible side, reducing the level difference to just 4 mm. This case highlights how field data and adaptive response play a critical role in validating and fine-tuning segmental bridge design strategies.

Pre-compensation gives your bridge a head start against future forces—optimizing materials, improving long-term performance, and preventing costly surprises.

Long-span bridges are key to smooth, high-capacity transit—and smarter design is making them stronger than ever.