Field records. A technical perspective.

On facades, crack position, direction, width and activity guide investigation of shrinkage, thermal effects, interfaces or structural movement. Width alone does not determine risk.

The pattern of staining guides investigation of water ingress, leaks, rising damp or condensation. Identifying the moisture source is essential to understanding recurrence.

Voids and exposed aggregate call for investigation of depth, extent and contact with reinforcement. The assessment examines the discontinuity and its significance within the member.

Broken tiles and raised edges require examination of adhesion, joints, substrate and movement. Damage patterns help distinguish finish defects from substrate movement.

Finish loss calls for examination of adhesion, moisture, cracking and substrate condition. The visibly detached area may be smaller than the area with impaired bond.

Damage around locks and frames should be recorded alongside checks of opening, closing, fixings and alignment. Examination separates finish defects from functional failures.

Wet-area assessment follows joints, junctions, drains and service points. A visually consistent finish does not prove watertightness.

Damaged edges and pavement transitions require checks of levels, support and drainage. Use and damage progression help identify priority areas.

Plumb and dimensional checks need a reference, an instrument and recorded readings. A photograph documents the procedure but does not independently quantify deviation.

Panels, boxes, conductors and connections must be assessed in the context of the construction stage. The technical review checks protection, identification, interfaces and completion.

Discontinuity of longitudinal reinforcement at the foundation-member junction, with a missing lap splice as identified during supervision. Verification must compare the structural drawings with the installed reinforcement, including development and splice lengths, bar diameters, cover and transverse reinforcement.

Wall bases and roof junctions are sensitive to water ingress. Investigate system continuity, terminations, drainage and material compatibility.

Exposed reinforcement requires distinguishing projecting bars during construction from missing protection in a completed member. Nominal cover must be checked against the design and applicable ABNT NBR 6118 criteria.

Roof assessment considers supports, connections, metal protection, roof sheets, gutters and terminations. Safe access and design information define the inspection scope.

For mortar finishes, substrate preparation, adhesion, thickness and execution conditions affect performance. Texture differences indicate areas for closer inspection.

Openings, chambers and excavations reveal systems that will later be concealed. This is the time to check interfaces, pipework, support and compatibility with the intervention scope.

Foundations, reinforcement and roofs need stage-specific checks. Monitoring compares executed work with drawings, specifications and construction records.