This standard is issued under the fixed designation C42/C42M; the number . of core test results.2 and that is free of is the individual responsible for analysis or. ASTM C42/C42M () Standard Test Method for Obtaining and Testing Drilled ASTM International, West Conshohocken. Free SCIRP Newsletters>> . ASTM C Potential Resistance to Degradation. In-situ Tests . Determine time from start until no free water is on ASTM C42, Coring, 3 cores/5, sf.

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In-place test methods may be used to estimate the level of strength development prior to attempting removal of concrete samples. Sampling and sample preparation requirements are given to ensure that dimensional requirements are met and that the specimens are comprised of intact sound concrete as free of flaws as the particular structure will c442.

Therefore, results of two properly conducted tests on cores sampled from the same hardened concrete where a single test is defined as the average of two observations coreseach made on separate adjacent drilled 4 in. For strengths above psi [70 MPa], test data on cores show that the correction factors frde be larger than the values listed above. The ends shall be sawed or ground to tolerance or capped in accordance with capping procedures for hardened concrete specimens of Practice C Cap astk grind the cores, and test them within 48 h of receipt.

Core diameters less gree 3. Current edition approved Feb. SI units are shown in brackets. If this is not practical, removal of concrete can proceed if the cut surfaces do not display erosion of the mortar and the exposed coarse aggregate particles are embedded firmly in the mortar. If necessary, saw the ends of the specimens until the following requirements are met: ACI provides core strength acceptance criteria for new construction.


C42-Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

NOTE 2—Prior to capping, the density of a core may be determined by weighing it and dividing it by the volume calculated from the average diameter and fdee, or by any other standard method for determining density. Last previous edition C 42 — Do not use specimens with projections or depressions greater than 0. If time permits, the concrete should not be removed before it is 14 days old. NOTE 1—It is not possible to specify a minimum age when concrete is strong enough to withstand damage during removal, because the strength at any age depends on the curing history and strength grade of the concrete.

When grinding or capping of wstm bearing surfaces is.

A specimen taken perpendicular to a vertical surface, or perpendicular to a surface with a batter, shall be taken from near the middle of a unit of deposit when possible and not near formed joints or obvious edges of a unit of deposit. The relationship is affected by many factors such as the strength level of the concrete, the in-place temperature and moisture history, and the strength gain characteristics of the concrete.

Ends are not to be capped. Originally published as C 42 — 21 T. Length of Drilled Cores 6. When the line of contact is not straight or contains projections or depressions having heights or depths greater than 0. Additionally, this method may be used to provide strength information c422 older structures.

Measure core diameters to the nearest 0. Parte 1 de 2 Designation: A number in parentheses indicates the year fre last reapproval. A superscript epsilon e indicates an editorial change since the last revision or reapproval.

This standard has been approved for use by agencies of the Department of Defense.

ASTM CC42M – 04 – Free Download PDF

When capping is employed the caps shall be as thin as practicable and shall be formed of high-strength gypsum plaster. The values stated may not be exact equivalents, fgee each system must be used independently of the other.


The preferred length of the capped specimen is between 1. The acceptance criteria for core strength is to be established by the specifying authority. They are applicable to both dry and wet concrete for strengths between and psi [14 to 42 MPa]. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Core specimens with length-to-diameter ratios less than 1. NOTE 3—Correction factors depend on various conditions such as moisture condition, strength level, and elastic modulus.

Determine the x42 diameter by averaging two measurements taken at right angles to each other about the midheight of the specimen. BoxFarmington Hills, MI Combining values of the two units may result in nonconformance.

Cores for Compressive Strength 7. Average values are given in the table. Significance and Use 3. Measure the lengths of such cores in accordance with Test Method C When preparing strength test specimens from samples of hardened concrete, samples that show defects or samples that have been damaged in the process of removal shall not be used.

Livro sobre Cimento Portland e Concreto.

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dree The saw shall have a diamond or silicon-carbide cutting edge and shall be capable of cutting specimens which conform to the prescribed dimensions, without excessive heating or shock. Thus, these factors should be applied to high-strength concrete with caution.

If the ratio of the length to the diameter of the core specimen exceeds 2. C 39 with the addition of the following information: