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DIN EN 12697-26:2012-06

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

BITUMINOUS MIXTURES - TEST METHODS FOR HOT MIX ASPHALT - PART 26: STIFFNESS

Available format(s)

Hardcopy , PDF

Superseded date

07-03-2021

Superseded by

DIN EN 12697-26:2020-03

Language(s)

German, English

Published date

01-01-2012

€157.66
Excluding VAT

National foreword
Foreword
1 Scope
2 Normative references
3 Terms, definitions and symbols
4 Principle
5 Sample preparation
6 Checking of the testing equipment
7 Test methods
8 Temperatures
9 Expression of results
10 Test report
11 Precision
Annex A (normative) - Two point bending test on trapezoidal
        specimens (2PB-TR) or on prismatic
        specimens (2PB-PR)
Annex B (normative) - Three point bending test on prismatic
        specimens (3PB-PR) and four point
        bending test on prismatic specimens (4PB-PR)
Annex C (normative) - Test applying indirect tension to
        cylindrical specimens (IT-CY)
Annex D (normative) - Direct tension-compression test on
        cylindrical specimens (DTC-CY)
Annex E (normative) - Test applying direct tension to
        cylindrical specimens (DT-CY) or to
        prismatic specimens (DT-PR)
Annex F (normative) - Test applying Cyclic indirect tension
        to cylindrical specimens (CIT-CY)
Annex G (informative) - Derivation of the master curve

Defines the methods for characterising the stiffness of bituminous mixtures by alternative tests, including bending tests and direct and indirect tensile tests.

DocumentType
Standard
Pages
52
PublisherName
German Institute for Standardisation (Deutsches Institut für Normung)
Status
Superseded
SupersededBy

EN 12697-6:2012 Bituminous mixtures - Test methods for hot mix asphalt - Part 6: Determination of bulk density of bituminous specimens
EN 12697-27:2017 Bituminous mixtures - Test methods - Part 27: Sampling
EN 12697-29:2002 Bituminous mixtures - Test method for hot mix asphalt - Part 29: Determination of the dimensions of a bituminous specimen

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