A concrete pour is scheduled for tomorrow, but the quality control checklist shows that rebar inspection has not been completed. The concrete supplier cannot reschedule without significant cost. What should the general contractor do?
Correct Answer
D) Complete the rebar inspection before proceeding with the pour
Quality control procedures must be followed in sequence. Rebar inspection must occur before concrete placement because once concrete is poured, the rebar cannot be properly inspected or corrected if deficient. The cost of rescheduling is less than the cost of potential structural problems.
Why This Is the Correct Answer
Option B is correct because quality control procedures must be followed in proper sequence, and rebar inspection is a critical step that must occur before concrete placement. Once concrete is poured, it becomes impossible to properly inspect the rebar placement, spacing, and tie connections. The structural integrity of the concrete depends on proper rebar installation, making this inspection non-negotiable. The short-term cost of rescheduling concrete delivery is minimal compared to the potential catastrophic costs of structural failure or having to demolish and rebuild defective work.
Why the Other Options Are Wrong
Option A: Pour the concrete but document the deviation
This violates fundamental quality control principles and creates serious safety risks. Once concrete hardens around the rebar, inspection becomes impossible, and any defects in rebar placement cannot be corrected without costly demolition.
Option B: Proceed with the pour and inspect the rebar later
Simply documenting a deviation does not make it acceptable. This approach still results in uninspected rebar being permanently encased in concrete, creating potential structural deficiencies that documentation cannot remedy.
Memory Technique
Use the acronym 'FIRST' - Finish Inspections before Reinforcement Solidifies in Time. Always inspect rebar FIRST before concrete pours.
Reference Hint
Florida Building Code Chapter 19 (Concrete) and ACI 318 for reinforcement inspection requirements
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