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ASTM C 1383 : 2015 : REDLINE

ASTM C 1383 : 2015 : REDLINE

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by
superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Standard Test Method for Measuring the P-Wave Speed and the Thickness of Concrete Plates Using the Impact-Echo Method

Available format(s)

PDF

Superseded date

02-09-2024

Language(s)

English

Published date

09-17-2015

Publisher

American Society for Testing and Materials

CONTAINED IN VOL. 04.02, 2015 Outlines procedures for determining the thickness of concrete slabs, pavements, bridge decks, walls, or other plate-like structure using the impact-echo method.

1.1This test method covers procedures for determining the thickness of concrete slabs, pavements, bridge decks, walls, or other plate-like structure using the impact-echo method.

1.2The following two procedures are covered in this test method:

1.2.1Procedure A: P-Wave Speed Measurement—This procedure measures the time it takes for the P-wave generated by a short-duration, point impact to travel between two transducers positioned a known distance apart along the surface of a structure. The P-wave speed is calculated by dividing the distance between the two transducers by the travel time.

1.2.2Procedure B: Impact-Echo Test—This procedure measures the frequency at which the P-wave generated by a short-duration, point impact is reflected between the parallel (opposite) surfaces of a plate. The thickness is calculated from this measured frequency and the P-wave speed obtained from Procedure A.

1.2.3Unless specified otherwise, both Procedure A and Procedure B must be performed at each point where a thickness determination is made.

1.3The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.

1.4The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.

1.5This standard does not purport to address all of the safety concerns, if any, associated with its use. 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.

Committee
C 09
DocumentType
Redline
Pages
11
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy

ASTM C 1740 : 2016 : REDLINE Standard Practice for Evaluating the Condition of Concrete Plates Using the Impulse-Response Method
ACI 117M : 2010 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY
CSA A23.1 A23.2 : 2014 CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION/TEST METHODS AND STANDARD PRACTICES FOR CONCRETE
ACI MNL 3 : 0 GUIDE TO THE CODE FOR ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING CONCRETE STRUCTURES
ACI 117:2010(R2015) SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY
NACE SP 03 08 : 2008(R2018) INSPECTION METHODS FOR CORROSION EVALUATION OF CONVENTIONALLY REINFORCED CONCRETE STRUCTURES
ACI 117:2010 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND COMMENTARY
ACI 364.1R : 2007 GUIDE FOR EVALUATION OF CONCRETE STRUCTURES PRIOR TO REHABILITATION
ACI 222R : 2001 PROTECTION OF METALS IN CONCRETE AGAINST CORROSION
ACI 437R : 2003 STRENGTH EVALUATION OF EXISTING CONCRETE BUILDINGS

ASTM C 597 : 2016 : REDLINE Standard Test Method for Pulse Velocity Through Concrete

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