BSI PD 6692:2006
$198.66
Asphalt. Guidance on the use of BS EN 12697 “Bituminous mixtures. Test methods for hot mix asphalt”
| Published By | Publication Date | Number of Pages |
| BSI | 2006 | 70 |
PD 6692 gives guidance on the use of the various parts of European Standard BS EN 12697, Tests for bituminous materials, prepared by CEN/TC 227/WG1/TG2, that specify test methods for asphalt. This package includes European Standards that supersede conflicting parts of BS 598. The parts of BS 598 that are superseded by the parts in this European Standard are listed in Annex A and will be withdrawn on 1 January 2008.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 3 | Contents Foreword ii Introduction 1 1 Scope 2 2 Overview of European Standards defining test methods for asphalts 4 3 Guidance on test methods required for testing the constituent materials 6 4 Guidance on test methods called up in several standard specifications for asphalt 13 5 Guidance on test methods called up in specific standard specifications for asphalt 24 6 Guidance on test procedures used to support called up test methods 44 7 Guidance on test methods and procedures not called up in the asphalt standards 50 Annexes Annex A (informative) British and European standards specifying test methods for asphalt 58 Bibliography 61 List of tables Table 1 – Asphalt tests in BS EN 12697 called up in asphalt specifications BS EN 13108 3 Table 2 – Principal differences between the two BS EN 12697-22 procedures for the small size device with samples conditioned in air and BS 598-110 33 Table 3 – Rut depths (mm) from pre-normative research on wheel tracking 34 Table 4 – Rut depths (mm) from pre-normative research on wheel tracking 34 Table 5 – Principal differences between the two BS EN 12697-25 procedures and DD 226 40 Table 6 – Differences between DD 229 and BS EN 12697-40 57 Table A.1 – Comparative list of British Standards and their equivalent European Standards 58 Table A.2 – Comparative list of European Standards and their equivalent British Standards 59 |
| 4 | Foreword |
| 5 | Introduction |
| 6 | 1 Scope a) test methods required for testing the constituent materials, as identified in Annex A of BS EN 13108-20; b) test methods called up in at least four of the standard specifications for the different types of asphalt, BS EN 13108-1 to BS EN 13108-7, as identified in Annex B of BS EN 13108-20 (see Table 1); c) test methods called up in only specific standard specifications, as identified in Annex B to BS EN 13108-20; d) test procedures used to support called up test methods BS EN 12697-30 to BS EN 12697-33, as identified in Annex C of BS EN 13108-20, plus BS EN 12697-35; e) test methods and procedures not called up in the asphalt standards. |
| 7 | Table 1 Asphalt tests in BS EN 12697 called up in asphalt specifications BS EN 13108 |
| 8 | 2 Overview of European Standards defining test methods for asphalts 2.1 “Back of the lorry” 2.2 CE Marking 2.3 Status of tests |
| 9 | 2.4 Empirical and fundamental tests a) performance-based requirement; b) requirement for a fundamental engineering property (e.g. stiffness, fatigue properties) that predicts performance and appears in primary performance prediction relationships; c) performance-related requirement; d) requirement for a characteristic (e.g. wheel tracking properties, Marshall properties) that has been found to correlate with a fundamental engineering property that predicts performance; e) empirical specification; f) combination of requirements for composition and constituent materials together with performance-related requirements; g) fundamental specification; h) combination of performance-based requirements together with limited requirements for composition and constituent materials, with more degrees of freedom than for an empirical specification. |
| 10 | 3 Guidance on test methods required for testing the constituent materials 3.1 Guidance on the use of BS EN 12697-1 – Soluble binder content 3.1.1 Scope of BS EN 12697-1 3.1.2 Summary of method 3.1.2.1 General |
| 11 | 3.1.2.2 The hot extractor (paper filter) method 3.1.2.3 The hot extractor (mesh filter) method |
| 12 | 3.1.2.4 The Soxhlet extractor method 3.1.2.5 The bottle rotation machine method 3.1.2.6 The centrifuge extractor method 3.1.2.7 The cold mix with dissolution by the agitation method |
| 13 | 3.1.2.8 The continuous flow centrifuge method 3.1.2.9 The pressure filter method 3.1.2.10 The bucket centrifuge type 1 method 3.1.2.11 The bucket centrifuge type 2 method |
| 14 | 3.1.2.12 Binder content of mixtures containing modified binders 3.1.3 Equivalent British Standard 3.1.4 Principal differences |
| 15 | 3.1.5 Implications for UK 3.2 Guidance on the use of BS EN 12697-2 – Determination of particle size distribution 3.2.1 Scope of BS EN 12697-2 3.2.2 Summary of method 3.2.3 Equivalent British Standard 3.2.4 Principal differences |
| 16 | 3.2.5 Implications for UK 3.3 Guidance on the use of BS EN 12697-3 – Binder recovery: rotary evaporator 3.3.1 Scope of BS EN 12697-3 3.3.2 Summary of method 3.3.3 Equivalent British Standard 3.3.4 Principal differences 3.3.5 Implications for UK 3.4 Guidance on the use of BS EN 12697-4 – Binder recovery: fractionating column 3.4.1 Scope of BS EN 12697-4 |
| 17 | 3.4.2 Summary of method 3.4.3 Equivalent British Standard 3.4.4 Principal differences 3.4.5 Implications for UK 4 Guidance on test methods called up in several standard specifications for asphalt 4.1 Guidance on the use of BS EN 12697-1 – Soluble binder content 4.2 Guidance on the use of BS EN 12697-2 – Determination of particle size distribution |
| 18 | 4.3 Guidance on the use of BS EN 12697-5 – Determination of the maximum density 4.3.1 Scope of BS EN 12697-5 4.3.2 Summary of methods 4.3.2.1 Volumetric method 4.3.2.2 Hydrostatic method 4.3.2.3 Mathematical method 4.3.3 Equivalent British Standard |
| 19 | 4.3.4 Principal differences 4.3.5 Implications for UK 4.3.6 Other comments 4.4 Guidance on the use of BS EN 12697-6 – Determination of bulk density of bituminous specimens 4.4.1 Scope of BS EN 12697-6 a) bulk density – dry (for specimens with a very closed surface); b) bulk density – saturated surface dry (SSD) (for specimen with a closed surface); c) bulk density – sealed specimen (for specimen with an open or coarse surface); d) bulk density by dimensions (for specimen with a regular surface and with geometric shapes, i.e. squares, rectangles, cylinders etc.) |
| 20 | 4.4.2 Summary of method 4.4.3 Equivalent British Standards 4.4.4 Principal differences 4.4.5 Implications for UK |
| 21 | 4.4.6 Other comments 4.5 Guidance on the use of BS EN 12697-8 – Determination of voids characteristics of bituminous specimen 4.5.1 Scope of BS EN 12697-8 4.5.2 Summary of method 4.5.3 Equivalent British Standard 4.5.4 Principal differences 4.5.5 Implications for UK |
| 22 | 4.6 Guidance on the use of BS EN 12697-12 – Determination of the water sensitivity of bituminous specimens 4.6.1 Scope of BS EN 12697-12 4.6.2 Summary of method 4.6.3 Equivalent British Standard 4.6.4 Principal differences |
| 23 | 4.6.5 Implications for UK 4.7 Guidance on the use of BS EN 12697-16 – Abrasion by studded tyres 4.7.1 Scope of BS EN 12697-16 4.7.2 Summary of method 4.7.3 Equivalent British Standard 4.7.4 Implications for UK |
| 24 | 4.8 Guidance on the use of BS EN 12697-31 – Specimen preparation by gyratory compactor 4.8.1 Scope of BS EN 12697-31 a) determination of the air voids content of a mixture for a given number of gyrations; b) derivation of a curve density versus number of gyrations; c) preparation of specimens of given height at a predetermined density, for subsequent testing of their mechanical properties. 4.8.2 Summary of method |
| 25 | 4.8.3 Equivalent British Standard 4.8.3.1 Implications for UK 4.8.4 Other comments 4.9 Guidance on the use of BS EN 12697-39 – Binder content by ignition 4.9.1 Scope of BS EN 12697-39 |
| 26 | 4.9.2 Summary of method 4.9.3 Equivalent British Standard 4.9.4 Principal differences 4.9.5 Implications for UK 4.9.6 Other comments 4.10 Guidance on the use of BS EN 12697-41 – Resistance to de-icing fluids 4.10.1 Scope of BS EN 12697-41 4.10.2 Summary of method |
| 27 | 4.10.3 Equivalent British Standard 4.10.4 Principal differences 4.10.5 Implications for UK 4.11 Guidance on the use of BS EN 12697-43 – Resistance to fuel 4.11.1 Scope of BS EN 12697-43 4.11.2 Summary of method |
| 28 | 4.11.3 Equivalent British Standard 4.11.4 Principal differences 4.11.5 Implications for UK 5 Guidance on test methods called up in specific standard specifications for asphalt 5.1 Guidance on the use of BS EN 12697-11 – Determination of the affinity between aggregate and bitumen 5.1.1 Scope of BS EN 12697-11 |
| 29 | 5.1.2 Summary of method 5.1.2.1 Rolling bottle method 5.1.2.2 Static test method 5.1.2.3 Boiling water stripping test method 5.1.3 Equivalent British Standard |
| 30 | 5.1.4 Principal differences 5.1.5 Implications for UK 5.2 Guidance on the use of BS EN 12697-17 – Particle loss of porous asphalt specimen 5.2.1 Scope of BS EN 12697-17 5.2.2 Summary of method 5.2.3 Equivalent British Standard 5.2.4 Implications for UK |
| 31 | 5.3 Guidance on the use of BS EN 12697-18 – Binder drainage 5.3.1 Scope of BS EN 12697-18 5.3.2 Summary of methods 5.3.2.1 Basket method 5.3.2.2 Schellenberg method |
| 32 | 5.3.3 Equivalent British Standard 5.3.4 Principal differences 5.3.5 Implications for UK 5.4 Guidance on the use of BS EN 12697-19 – Permeability of specimen 5.4.1 Scope of BS EN 12697-19 |
| 33 | 5.4.2 Summary of method 5.4.2.1 Vertical permeability 5.4.2.2 Horizontal permeability 5.4.3 Equivalent British Standard 5.4.4 Implications for UK 5.5 Guidance on the use of BS EN 12697-20 – Indentation using cube or Marshall specimen 5.5.1 Scope of BS EN 12697-20 |
| 34 | 5.5.2 Summary of method 5.5.3 Equivalent British Standard 5.5.4 Principal differences 5.5.5 Implications for UK 5.6 Guidance on the use of BS EN 12697-21 – Indentation using plate specimen 5.6.1 Scope of BS EN 12697-21 |
| 35 | 5.6.2 Summary of method 5.6.3 Equivalent British Standard 5.6.4 Principal differences 5.6.5 Implications for UK 5.7 Guidance on the use of BS EN 12697-22 – Wheel tracking 5.7.1 Scope of BS EN 12697-22 |
| 36 | 5.7.2 Summary of method 5.7.2.1 General 5.7.2.2 Large size device with samples conditioned in air 5.7.2.3 Extra large size device with samples conditioned in air 5.7.2.4 Small size device, Procedure A, with samples conditioned in air 5.7.2.5 Small size device, Procedure B, with samples conditioned in air |
| 37 | 5.7.2.6 Small size device, Procedure B, with samples conditioned in water 5.7.3 Equivalent British Standard 5.7.4 Principal differences 5.7.4.1 Small size equipment test with conditioning in air Table 2 Principal differences between the two BS EN 12697-22 procedures for the small size device with samples conditioned in air and BS 598-110 5.7.4.2 Comparative studies |
| 38 | Table 3 Rut depths (mm) from pre-normative research on wheel tracking Table 4 Rut depths (mm) from pre-normative research on wheel tracking |
| 39 | 5.7.5 Implications for UK 5.8 Guidance on the use of BS EN 12697-24 – Resistance to fatigue 5.8.1 Scope of BS EN 12697-24 5.8.2 Summary of method 5.8.2.1 General |
| 40 | 5.8.2.2 Two-point bending test on trapezoidal shaped specimens 5.8.2.3 Two-point bending test on prismatic shaped specimens 5.8.2.4 Four-point bending test on prismatic shaped specimens |
| 41 | 5.8.2.5 Three-point bending test on prismatic shaped specimens 5.8.2.6 Indirect tensile test on cylindrical shaped specimens 5.8.3 Equivalent British Standard 5.8.4 Principal differences 5.8.5 Implications for UK 5.9 Guidance on the use of BS EN 12697-25 – Cyclic compression 5.9.1 Scope of BS EN 12697-25 |
| 42 | 5.9.2 Summary of method 5.9.2.1 Triaxial cyclic compression |
| 43 | 5.9.2.2 Uniaxial cyclic compression 5.9.3 Equivalent British Standard 5.9.4 Principal differences |
| 44 | Table 5 Principal differences between the two BS EN 12697-25 procedures and DD 226 5.9.5 Implications for UK 5.10 Guidance on the use of BS EN 12697-26 – Stiffness 5.10.1 Scope of BS EN 12697-26 |
| 45 | 5.10.2 Summary of method 5.10.2.1 General 5.10.2.2 Two-point bending of trapezoidal specimens |
| 46 | 5.10.2.3 Four-point bending on prismatic specimens 5.10.2.4 Indirect tensile resilient modulus on cylindrical specimens 5.10.2.5 Direct tension-compression on cylindrical specimens |
| 47 | 5.10.2.6 Direct tension on cylindrical specimens 5.10.3 Equivalent British Standard 5.10.4 Principal differences 5.10.5 Implications for UK 5.11 Guidance on the use of BS EN 12697-34 – Marshall test 5.11.1 Scope of BS EN 12697-34 |
| 48 | 5.11.2 Summary of method 5.11.3 Equivalent British Standards 5.11.4 Principal differences 5.11.5 Implications for UK 6 Guidance on test procedures used to support called up test methods 6.1 Guidance on the use of BS EN 12697-23 – Determination of the indirect tensile strength of bituminous specimens 6.1.1 Scope of BS EN 12697-23 |
| 49 | 6.1.2 Summary of method 6.1.3 Equivalent British Standard 6.2 Guidance on the use of BS EN 12697-27 – Sampling 6.2.1 Scope of BS EN 12697-27 6.2.2 Summary of method 6.2.3 Equivalent British Standard |
| 50 | 6.2.4 Principal differences 6.3 Guidance on the use of BS EN 12697-28 – Preparation of samples for determining binder content, water content and grading 6.3.1 Scope of BS EN 12697-28 6.3.2 Summary of method 6.3.3 Equivalent British Standard 6.3.4 Principal differences |
| 51 | 6.4 Guidance on the use of BS EN 12697-30 – Specimen preparation by impact compactor 6.4.1 Scope of BS EN 12697-30 6.4.2 Summary of method 6.4.3 Equivalent British Standard 6.4.4 Principal differences 6.4.5 Implications for UK |
| 52 | 6.5 Guidance on the use of BS EN 12697-31 – Specimen preparation by gyratory compactor 6.6 Guidance on the use of BS EN 12697-32 – Laboratory compaction of bituminous mixtures by vibratory compactor 6.6.1 Scope of BS EN 12697-32 6.6.2 Summary of method 6.6.3 Equivalent British Standard 6.6.4 Principal differences 6.6.5 Implications for UK |
| 53 | 6.7 Guidance on the use of BS EN 12697-33 – Specimen prepared by roller compactor 6.7.1 Scope of BS EN 12697-33 6.7.2 Summary of method 6.7.3 Equivalent British Standard 6.7.4 Implications for UK |
| 54 | 6.8 Guidance on the use of BS EN 12697-35 – Laboratory mixing 6.8.1 Scope of BS EN 12697-35 6.8.2 Summary of method 6.8.3 Equivalent British Standard 6.8.4 Implications for UK 7 Guidance on test methods and procedures not called up in the asphalt standards 7.1 Guidance on the use of BS EN 12697-7 – Determination of the bulk density of bituminous specimens by gamma rays 7.1.1 Scope of BS EN 12697-7 |
| 55 | 7.1.2 Summary of method 7.1.3 Equivalent British Standard 7.2 Guidance on the use of BS EN 12697-10 – Compactibility 7.2.1 Scope of BS EN 12697-10 7.2.2 Summary of method 7.2.3 Equivalent British Standard |
| 56 | 7.3 Guidance on the use of BS EN 12697-13 – Temperature measurement 7.3.1 Scope of BS EN 12697-13 7.3.2 Summary of method 7.3.3 Equivalent British Standard 7.3.4 Principal differences 7.4 Guidance on the use of BS EN 12697-14 – Water content 7.4.1 Scope of BS EN 12697-14 |
| 57 | 7.4.2 Summary of method 7.4.3 Equivalent British Standard 7.4.4 Principal differences 7.5 Guidance on the use of BS EN 12697-15 – Determination of the segregation sensitivity 7.5.1 Scope of BS EN 12697-15 7.5.2 Summary of method 7.5.3 Equivalent British Standard |
| 58 | 7.6 Guidance on the use of BS EN 12697-29 – Determination of the dimensions of a bituminous specimen 7.6.1 Scope of BS EN 12697-29 7.6.2 Summary of method 7.6.3 Equivalent British Standard 7.7 Guidance on the use of BS EN 12697-36 – Determination of the thickness of a bituminous pavement 7.7.1 Scope of BS EN 12697-36 7.7.2 Summary of method |
| 59 | 7.7.3 Equivalent British Standard 7.8 Guidance on the use of BS EN 12697-37 – Hot sand test for the adhesivity of binder on pre-coated chippings for HRA 7.8.1 Scope of BS EN 12697-37 7.8.2 Summary of method 7.8.3 Equivalent British Standard 7.8.4 Principal differences |
| 60 | 7.9 Guidance on the use of BS EN 12697-38 – Common equipment and calibration 7.9.1 Scope of BS EN 12697-38 7.9.2 Summary of method 7.9.3 Equivalent British Standard 7.10 Guidance on the use of BS EN 12697-40 – In situ drainability 7.10.1 Scope of BS EN 12697-40 |
| 61 | 7.10.2 Summary of method 7.10.3 Equivalent British Standard 7.10.4 Principal differences Table 6 Differences between DD 229 and BS EN 12697-40 7.11 Guidance on the use of BS EN 12697-42 – Presence of foreign matter 7.11.1 Scope of BS EN 12697-42 7.11.2 Summary of method a) material derived from asphalt; b) the proportion of coarse foreign matter derived from asphalt (cold asphalt produced with cut-back bitumen); and c) the proportion of coarse foreign matter not derived from asphalt, divided into site materials and other materials. 7.11.3 Equivalent British Standard |
| 62 | Annex A (informative) British and European standards specifying test methods for asphalt Table A.1 Comparative list of British Standards and their equivalent European Standards |
| 63 | Table A.2 Comparative list of European Standards and their equivalent British Standards |
| 65 | Bibliography |
| 68 | [1] The Highways Agency, Scottish Development Department, The National Assembly for Wales and The Department for Regional Develo… |
| 69 | [2] British Board of Agrément. Guidelines document for the assessment and certification of thin surfacing systems for highways. Appendix A.2: Sensitivity to water. BBA-HAPAS SG3/98/169, Working Draft 3, Watford: British Board of Agrément, 2000. [3] Ministry of Defence. Marshall asphalt for airfield pavement works. Appendix C: Stripping test. Defence Works Functional Standard 013. London: The Stationery Office, 1995. http:// www.defence-estates.mod.uk/publications/functional_standards/ index.htm [4] NICHOLLS, J.C. Design guide for road surface dressing. Road Note 39 (fifth edition). Crowthorne: TRL Limited, 2002. |
