info@stc-mitra.com+998 92 043 83 07

Material non-conformance

Concrete strength is below the specified class

We reconcile test evidence, actual loading and structural reserve before recommending acceptance, further investigation, load restrictions or strengthening.

Assessment sequence

  • review sampling, curing and test reliability;
  • map the affected pours and structural elements;
  • define characteristic in-situ strength from credible evidence;
  • recalculate critical limit states using actual properties;
  • check construction sequence and early-age loading.

Possible outcomes

Additional testing, acceptance with calculation, revised loading sequence, local repair, jacketing, enlargement or other strengthening supported by verified analysis.