ASTM C127 Relative Density and Absorption of Coarse Aggregates
The important ASTM C127 standard describes the methods for determining the density, relative density (specific gravity), and absorption of coarse aggregates.

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- Overview
- Scope, Applications, and Benefits
- Test Process
- Specifications
- Instrumentation
- Results and Deliverables
Overview
ASTM C127 specifies the test method for determining the relative density (specific gravity) and water absorption of coarse aggregates. These properties are essential for evaluating aggregate quality, durability, and suitability for use in concrete and construction applications.
This standard is widely used in construction and civil engineering industries where aggregate properties significantly influence concrete strength, workability, and durability. ASTM C127 ensures consistent measurement of density and absorption, supporting quality control and material selection in infrastructure projects.

Scope, Applications, and Benefits
Scope
ASTM C127 covers the determination of bulk relative density, apparent relative density, and water absorption of coarse aggregates. It includes procedures for sample preparation, soaking, weighing, and calculation to ensure accurate and repeatable results.
Includes:
- Measurement of bulk and apparent relative density
- Determination of water absorption of aggregates
- Sample preparation and soaking procedures
- Mass measurement in air and water
- Standardized calculation methods
Applications
- Concrete mix design
- Road and pavement construction
- Structural engineering projects
- Aggregate quality assessment
- Infrastructure development
- Material testing laboratories
Benefits
- Ensures accurate aggregate characterization
- Improves concrete mix performance
- Supports quality control in construction
- Helps predict durability and strength
- Standardized and reliable testing method
- Cost-effective evaluation process
Test Process
Sample Preparation
Coarse aggregate samples are cleaned and dried to remove dust and impurities.
1Soaking Process
Aggregates are soaked in water for a specified period to achieve saturated surface dry condition.
2Weighing Measurements
Mass of aggregates is measured in air and submerged in water to determine density.
3Calculation of Results
Relative density and water absorption are calculated using measured weights and standard formulas.
4Technical Specifications
| Parameter | Details |
|---|---|
| Material Type | Coarse aggregates |
| Properties Measured | Bulk density, apparent density, water absorption |
| Sample Condition | Oven-dried and saturated surface dry states |
| Soaking Duration | Typically 24 hours |
| Measurement Units | Dimensionless for density, percentage for absorption |
| Calculation Basis | Standard formulas using measured masses |
| Output | Relative density values and absorption percentage |
Instrumentation Used for Testing
- Weighing balance
- Water tank or container
- Wire basket for immersion
- Drying oven
- Thermometer
- Measuring containers
Results and Deliverables
- Relative density test report
- Water absorption results
- Mass measurement records
- Calculation sheets
- Compliance certification as per ASTM C127
- Test summary and evaluation
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Frequently Asked Questions
ASTM C127 is used to determine the relative density and water absorption of coarse aggregates, helping engineers evaluate aggregate quality and suitability for use in concrete and construction applications requiring durability and strength.
Relative density, also known as specific gravity, measures the ratio of aggregate density to water density, indicating material quality and its effect on concrete properties.
Water absorption indicates the porosity of aggregates, affecting concrete strength, durability, and workability, making it a critical parameter in mix design.
Aggregate density and absorption influence concrete strength, durability, and workability, making accurate measurement essential for optimal mix design.
Higher porosity increases water absorption, which can reduce concrete strength and durability, making it an important factor in material evaluation.
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