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DIN EN 12697-34:2012-07

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by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 34: MARSHALL TEST

Available format(s)

Hardcopy , PDF

Superseded date

30-06-2020

Superseded by

DIN EN 12697-34:2020-05

Language(s)

German, English

Published date

01-01-2012

€74.58
Excluding VAT

National foreword
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Principle
5 Apparatus
6 Procedure
7 Expression of results
8 Test report
9 Precision
Annex A (normative) - Marshall stability and flow values
Annex B (normative) - Testing head
Bibliography

Defines a test method for determining the stability, flow and the Marshall Quotient values of specimens of bituminous mixtures mixed according to EN 12697-35 and prepared using the impact compactor method of test EN 12697-30.

DocumentType
Standard
Pages
15
PublisherName
German Institute for Standardisation (Deutsches Institut für Normung)
Status
Superseded
SupersededBy

EN 12697-30:2012 Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Specimen preparation by impact compactor
EN 12697-6:2012 Bituminous mixtures - Test methods for hot mix asphalt - Part 6: Determination of bulk density of bituminous specimens
DIN 1996-11:1981-07 TESTING OF BITUMINOUS MATERIALS FOR ROAD BUILDING AND RELATED PURPOSES; DETERMINATION OF MARSHALL STABILITY AND OF MARSHALL FLOW VALUE
DIN 1996-11 E : 1981 TESTING OF BITUMINOUS MATERIALS FOR ROAD BUILDING AND RELATED PURPOSES; DETERMINATION OF MARSHALL STABILITY AND OF MARSHALL FLOW VALUE
ISO 7500-1:2015 Metallic materials Calibration and verification of static uniaxial testing machines Part 1: Tension/compression testing machines Calibration and verification of the force-measuring system
EN 12697-35:2016 Bituminous mixtures - Test methods - Part 35: Laboratory mixing
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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