Compacting Factor test

The compacting factor test assesses the workability of concrete, indicating how easily concrete flows and compacts. It measures the ratio of partially compacted concrete density to fully compacted density, providing a numerical value that reflects the concrete's ability to be placed and consolidated in molds during construction projects.

The test requires two truncated cone-shaped hoppers with hinged bottom doors, a cylinder for collection, and a steel rod. All equipment has polished interior surfaces to minimize friction and allow concrete to flow freely between components during the test procedure.

The compacting factor is calculated as the ratio of the density of partially compacted concrete to the density of fully compacted concrete. Partially compacted density is obtained from concrete falling through hoppers into a cylinder, while fully compacted density is determined by filling the cylinder in four layers and tamping each layer thoroughly.

The compacting factor test is suitable for concrete mixes containing aggregates with a maximum size of one and a half inches. This size limitation ensures the concrete flows properly through the hopper system and provides reliable workability measurements for the specified aggregate range.

Concrete is placed in the upper hopper without compaction. The bottom door opens, allowing concrete to flow into the lower hopper. The lower hopper door then opens, letting concrete fall into the cylinder below. Excess concrete is struck off, and a steel rod dislodges any stuck material. The cylinder weight is recorded to calculate partially compacted density.

Polished interior surfaces reduce friction between the concrete and equipment, allowing the concrete to flow freely and naturally through the hoppers and into the cylinder. This minimizes artificial resistance and ensures the test accurately reflects the concrete's true workability characteristics without equipment interference.

The compacting factor test measures partially compacted density by allowing concrete to fall freely through hoppers, simulating natural placement conditions. Fully compacted density is determined separately by deliberately filling the cylinder in four layers and tamping each layer to achieve maximum compaction, providing a baseline for comparison.