A system identifies crane lifting cycles that take much longer than normal historical lifting operations.

A model predicts the expected duration of a concrete pour based on concrete volume, pump capacity, crew size and site access conditions.

A model predicts the final project delay in days based on current progress, labour availability and material delivery records.

A site image is analysed and labelled as containing a loader, mobile crane, concrete pump or concrete mixer.

An LLM drafts a toolbox talk for workers installing trench shoring near active excavation equipment.

A concrete surface image is classified as showing cracking, spalling, corrosion staining or no visible defect.