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Aggregate grading signifies the particle size distribution within a sample of aggregate. It determines how different sized particles are distributed throughout the material. Understanding grading is crucial for economically obtaining a concrete mix with adequate strength, reasonable workability, and minimal segregation.

Well-graded aggregates contain all required size fractions in proper proportions, forming a dense matrix with minimum voids and a smooth, continuous gradation curve. Uniformly graded aggregates consist predominantly of particles of the same size, depicted by a nearly vertical gradation curve. While well-graded aggregates ensure good workability, uniformly graded aggregates provide good permeability but lack stability.

Gap-graded aggregates are characterized by the absence of certain intermediate size fractions. Approximately the same fractions pass two different sieves that differ considerably in size, resulting in a gradation curve with a nearly horizontal section. This missing material can lead to issues with concrete stability.

Open-graded aggregates lack fine particles that would normally fill voids between coarse particles. When fine aggregates are absent, the mixture results in large voids between the coarse particles, creating high permeability. However, this also reduces stability compared to other grading types.

Gradation curves visually represent particle size distribution. Well-graded aggregates show a smooth, continuous curve; uniformly graded aggregates display a nearly vertical line; gap-graded aggregates exhibit a horizontal section indicating missing sizes; and open-graded aggregates show a flat curve with minimal values in smaller size ranges. These distinct curve shapes help classify aggregate types.

Well-graded aggregates ensure good workability and stability by creating a dense matrix with minimum voids through proper size fraction distribution. In contrast, uniformly graded and gap-graded aggregates lack the complete range of sizes needed for optimal workability. Open-graded aggregates, while permeable, also compromise workability due to excessive voids.

Gap-graded aggregates lack intermediate size fractions, creating discontinuity in the particle matrix. This absence prevents efficient packing and can compromise concrete stability and strength. Similarly, open-graded aggregates missing fine particles create large voids that reduce overall concrete quality and performance.