ASTM C39 Compressive Strength of Cylindrical Concrete Specimens

The ASTM C39 test method is used to determine the compressive strength of cylindrical concrete specimens such as drilled cores and molded cylindrical specimens. It is only applicable to concrete with a density of more than 800 kg/m3.

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    ASTM C39 Compressive Strength of Cylindrical Concrete Specimens

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    • Overview
    • Scope, Applications, and Benefits
    • Test Process
    • Specifications
    • Instrumentation
    • Results and Deliverables

    Overview

    ASTM C39 determines the compressive strength of cylindrical concrete specimens by applying axial load until failure. This test is one of the most important methods for evaluating the strength and quality of concrete used in construction.

    It is widely used in construction, infrastructure, and civil engineering projects. The results help ensure that concrete meets design specifications and can safely withstand applied loads.

    Scope, Applications, and Benefits

    Scope

    ASTM C39 evaluates the compressive strength of hardened concrete using standardized cylindrical specimens. The test measures the maximum load the specimen can withstand before failure.

    The test evaluates:

    • Compressive strength of concrete
    • Load-bearing capacity of concrete structures
    • Quality and consistency of concrete mix
    • Performance under axial compression
    • Suitability for structural applications

    Applications

    • Structural concrete in buildings and bridges
    • Pavements and road construction
    • Precast and cast-in-place concrete
    • Infrastructure and foundation projects
    • Quality control in concrete production
    • Civil engineering testing

    Benefits

    • Provides accurate strength measurement of concrete
    • Ensures compliance with construction standards
    • Supports structural design and safety
    • Helps monitor concrete quality during production
    • Enables comparison of concrete mixes

    Test Process

    Sample Preparation

    Cylindrical concrete specimens are cured and prepared to required dimensions.

    1

    Specimen Alignment

    Samples are placed centrally in the compression testing machine.

    2

    Load Application

    Axial load is applied at a controlled rate until failure occurs.

    3

    Data Recording & Evaluation

    Maximum load is recorded to calculate compressive strength.

    4

    Technical Specifications

    ParameterDetails
    Applicable MaterialsConcrete (cylindrical specimens)
    Specimen Size~150 mm × 300 mm (standard)
    Strength Range~10 MPa to 100 MPa
    Loading Rate~0.25 MPa/s to 0.35 MPa/s
    Test AgeTypically 7, 14, or 28 days
    Measured OutputsCompressive strength (MPa)

    Instrumentation Used for Testing

    • Compression testing machine
    • Load cell and control system
    • Specimen capping or grinding equipment
    • Alignment fixtures
    • Measuring tools
    • Data acquisition system

    Results and Deliverables

    • Compressive strength values (MPa)
    • Failure load and mode
    • Concrete quality assessment
    • Comparative mix analysis
    • Test condition summary
    • ASTM compliance report

    Why Choose Infinita Lab for ASTM C39?

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    Frequently Asked Questions

    ASTM C39 includes compressive load, specimen diameter, height-to-diameter ratio, loading rate, curing conditions, and failure mode, evaluating compressive strength of cylindrical concrete specimens under controlled laboratory testing conditions.

    ASTM C39 determines compressive strength, calculated from maximum load applied to the specimen, indicating structural capacity of concrete.

    ASTM C39 is commonly applied to concrete cylinders prepared from fresh concrete used in construction and structural applications.

    ASTM C39 requires a compression testing machine, loading platens, and specimen alignment devices to apply controlled compressive forces accurately.

    ASTM C39 evaluates compressive strength under controlled laboratory conditions and may not fully represent in-situ concrete performance affected by curing, placement, and environmental conditions.

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