Standard Construction Specifications Part 3 Abu Dhabi !new! Jun 2026

A. Backfill material shall be clean, granular soil free of organic matter, debris, and stones larger than 75mm. B. Backfill shall be placed in layers (lifts) not exceeding 200mm compacted thickness. C. Compaction: Compaction density shall be not less than 95% of Maximum Dry Density (Modified Proctor) under structures and 90% in non-structural areas. Field density tests shall be conducted by a third-party testing laboratory.

Abu Dhabi’s UV index (up to 12+) destroys substandard paints within months. standard construction specifications part 3 abu dhabi

: Precise steps for laying utilities, including required depths of cover for interlocking pavers and protection for buried service lines. Site Preparation Backfill shall be placed in layers (lifts) not

: Specific requirements for testing materials, such as the permittivity and puncture resistance of geotextiles used in drainage. Commissioning Field density tests shall be conducted by a

is the definitive guide for all finishing and building envelope works. It enforces durability, safety, and aesthetic quality in a harsh desert-marine climate. For any project from a villa in Khalifa City to a tower on Al Reem Island, strict adherence to Part 3—alongside ADIBC and Estidama—is not optional; it is the legal and technical baseline for project handover and defect liability protection.

For infrastructure projects, Part 3 defines critical metrics for site preparation. For instance, recent updates in technical reports like specify that total settlement for footings must not exceed 25mm at full design load. It also outlines the precise grading and moisture content required for fill layers to ensure stability. 2. Concrete and Materials Testing