| Ponding water | Inadequate slope, slab deflection | Verify 2% min slope, account for camber |
| Coating delamination | Poor surface prep, moisture | Require CSP 3-5 profile, moisture testing |
| Joint sealant failure | Undersized joints, poor installation | Size for movement, inspect backer rod |
| Corrosion/spalling | Chloride penetration, inadequate cover | Specify 2" cover, corrosion inhibitors |
| Drainage backup | Undersized drains, debris | Size for rainfall intensity, cleanouts |
| Clearance conflicts | MEP coordination, camber | 3D coordination, verify field dimensions |
| Precast fit issues | Tolerance stack-up | Survey control, adjust early in erection |
| Cracking at pour strips | Early loading, shrinkage | Delay closure, proper curing |