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RCC bridge failure probe team judgment

Short answer

Contractor is mainly responsible for using untested steel and poor workmanship; consultant is seriously at fault for failing to supervise and for conflict of interest. Road department is partly responsible for allowing overloaded vehicles, while designer is not at fault. Main cause is poor quality control, with overloading as a secondary factor.

A RCC bridge was designed by the designer on behalf of the consultant. This was constructed by the reputed "A" class contractor. After the completion of the construction, traffic was allowed on the bridge. After six months of operation there were cracks in the bridge. A probe team was established by the road department. The design procedure was okay, but it was found that the quality of steel material used was not duly tested. The contractor argued that the procedure of construction was in accordance with the instruction of engineer and specification, however, the workmanship was found not as per specification. There was also lack of proper supervision by the consultant. The design load for the bridge was 20 tons. It was also reported that there happen to pass more than 20 tons vehicles also. The consultant was good friend of contractor. Being a member of the probe team, what is your judgement on the failure of this bridge?

Facts and issues

A bridge designed for 20 tonnes cracked six months after opening. The design is correct, but (a) steel was used without proper testing, (b) workmanship did not meet the specification, (c) the consultant did not supervise properly and is a friend of the contractor, and (d) heavier vehicles than 20 tonnes used the bridge. Issues are quality failure, negligence, conflict of interest, and public safety.

Judgement on each party

PartyFindingBasis
ContractorMainly responsibleUsed untested steel and poor workmanship. Following the engineer's instruction does not excuse failing to meet the specification, because the contract binds the contractor to the specified quality and to test materials.
ConsultantSeriously at faultFailed to supervise, to witness tests and to reject defective work; the friendship with the contractor is a conflict of interest and he should have declared it. This is professional negligence.
Road Department (client)Partly responsibleAllowed overloaded vehicles; no load limit signs or weighing control; may have weak monitoring of consultant and contractor.
DesignerNot at fault on the evidenceDesign procedure was found correct. The load limit should have been communicated to the department.
Overloading vehiclesContributing factorA bridge has a factor of safety, so slight overload alone seldom causes cracks in six months; it aggravates already weak construction.

The main cause is therefore poor quality of material and work that was not controlled, with overloading as a secondary cause.

Ethical and legal points

  • The engineer's first duty is the safety and welfare of the public; the Nepal Engineering Council code of conduct requires competence, honesty, avoiding conflict of interest, and no favour to a friend.
  • The contractor and consultant owe a contractual duty, and a duty of care in tort (negligence), to the client and the road users.
  • Under the Public Procurement Act 2063 and the contract, the contractor is liable during the defect liability period; the performance security and retention can be used, and a poor performer can be blacklisted.

Recommendations of the probe team

  1. Test the steel and concrete (coring, rebound, load test), and check the cause of cracks before deciding on repair or rebuilding.
  2. The contractor should repair or reconstruct at own cost during the defect liability period.
  3. Take action against the consultant (recover damages, report to the Nepal Engineering Council for disciplinary action, remove from the list of consultants if proved).
  4. The department should set load limits, put signs and restrict overloaded vehicles, and improve supervision in the future.
  5. Restrict traffic on the bridge until it is declared safe.

✓ Answer checked by Claude Opus 5.5 (high effort)

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