EngiMetric Arena / Interpret & Validate

Is a 2.8 % rebar delivery difference a problem?

  • Interpret & Validate
  • Construction & QS
  • intermediate
Competency Evidence interpretation primary Quantitative reasoning supporting

What you should take away: Interpret a theoretical rebar weight against a delivery ticket, recognising laps, cutting waste and mill tolerances.

The situation

What is happening

A slab schedule calls for 120 bars of 16 mm reinforcement, each 12 m long. The theoretical weight is 2.276 t. The delivery ticket shows 2.34 t, about 2.8 % more. The site engineer asks whether the delivery should be rejected. Choose the defensible interpretation.

Given

Scenario values with units
QuantityValueUnitNote
Bar diameter 16 mm Scheduled reinforcement.
Bar length 12 m Each bar.
Bar count 120 bars Scheduled quantity.
Theoretical weight 2.276 t From the bar schedule and unit weight.
Delivered weight 2.34 t Delivery ticket.

Assumptions this challenge makes

  • The theoretical weight is based on nominal bar dimensions and density.
  • The delivery ticket is a weighed or mill-certified quantity.
  • Laps and cutting waste are not included in the theoretical bar schedule.

Your call

Your answer

Which interpretation is defensible?

What this challenge does not establish

  • The 2.8 % difference is plausible but not proven acceptable; the actual laps, waste and mill tolerance must be checked.
  • The unit weight is nominal. Real bar weight varies within the mill tolerance.
  • The calculation does not verify bar diameter, grade, length or certification.
  • Contractual acceptance criteria may set a different reconciliation process.