Steel Reinforcement Detailing - field note 025

During the bridge deck reinforcement at Surat, we coordinated with the design firm to reconcile 3500 kg of rebar.

We discovered a 12% discrepancy in the provided drawings, leading to a re‑order that delayed the pour by 3 days.

• Cross‑check drawings with shop drawings.
• Schedule rebar delivery 5 days ahead.
• Conduct on‑site verification before cutting.
• Use digital clash detection.

Outcome: 12% discrepancy was corrected early, saving ₹200,000 in re‑work costs.