Concrete Specialist
3 weeks ago
This is a hybrid role with onsite work every 4-6 weeks. The ideal candidate will have experience with technical specifications, reinforced concrete, and constituent material qualification.
- Review and provide feedback on Section 7 'Reinforced Concrete' of the Technical Specification.
- Conduct Constituent Material Qualification.
- Review, comment, and accept the Contractors Proposal/Structural Concrete Constituent Material Supply Report.
- Review, comment, and accept the Contractors Proposal/Concrete Validity study on the target concrete mix design.
- Review, comment, and accept the Contractors Proposal/Sensitivity study to evaluate the sensitivity of the concrete to accidental variations in batch masses.
- Review, comment, and accept the Contractors Proposal to undertake tests to reflect these lower tolerances where the batching tolerances for the plant are significantly lower than those indicated in BS EN 206.
- Review, comment, and accept the Contractors Proposal/Admixtures used in the validity study, including infrared spectrophotometry results.
- Review, comment, and accept the Contractors Proposal/Additional tests for qualification of a self-compacting concrete.
- Final suitability testing confirms the performance of the concrete during construction operations.
- Precautions against thermal cracking.
- Review, comment, and accept the Contractors Proposal to ensure the maximum temperature at any point in the concrete does not exceed 60oC.
- Review, comment, and accept the Contractors Proposal to ensure the maximum temperature differential between the centre of the concrete pour and the surface of the pour shall not exceed the limit set.
Review, comment, and accept the Contractors Proposal/Report that summarises anticipated temperature and strength profiles of the concrete, anticipated temperature differentials of the concrete considering ambient temperatures and pour thickness, and actions that will be taken to control peak temperatures and/or differentials.
Methodology for Monitoring In-Situ Concrete Temperatures- Typical location of sensors (two sensors to be used at central locations in initial pours in case of failure).
- Automatic logging of sensor output every 30 minutes.
- Sampled review of conformity control submissions.
- Confirm that Lifetime Quality Records are being compiled as per the ITP / Quality Plan.
- Review, comment, and accept the Contractors Proposal/methodology for controlling maximum temperature and restricting temperature differentials in the concrete and controlling Early Age thermal cracking in accordance with reports.
- Identifying any concrete pours at risk of excessive heat development and the measures to mitigate this.
- Review, comment and accept the Contractors Proposal/Method statement for the production, transport, placing, compaction (with particular reference to slender sections) and curing of concrete.
- Review, comment and accept the Contractors Proposal/Quality Control Plan and Sampling and testing plan for the concrete from production to the completed element.
- Review, comment and accept the Contractors Proposal/Method statement for making good to defects including details of proposed materials.
- Review, comment and accept the Contractors Proposal/Datasheets provided for all admixtures proposed for use in concrete.
- Review, comment and accept the Contractors Proposal/Proposed sequence of pours indicating the position and nature of joints where appropriate.
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