BSI PD 6691:2010
$215.11
Guidance on the use of BS EN 13108 Bituminous mixtures. Material specifications
| Published By | Publication Date | Number of Pages |
| BSI | 2010 | 84 |
This Published Document gives guidance on the use of BS EN 13108-1, BS EN 13108-4, BS EN 13108-5, BS EN 13108-8, BS EN 13108-20 and BS EN 13108-21.
Clause 1 to Clause 10 of this Published Document give general guidance and background information on BS EN 13108.
Annex A gives guidance on the importance of BS 13108 mixture specifications; Annex B provides guidance, based on the requirements formerly specified in BS 4987, for producing asphalt concrete that conforms to BS EN 13108-1; Annex C gives similar guidance, based on the requirements formerly specified in BS 594-1, for producing hot rolled asphalt that conforms to BS EN 13108-4; and Annex D provides guidance for producing stone mastic asphalt that conforms to BS EN 13108-5.
This Published Document does not give guidance on BS EN 13108-2, BS EN 13108-3, BS EN 13108-6 or BS EN 13108-7 as these are either little used in the UK or are covered by other guidance.
This Published Document is applicable to mixtures for use on roads and other paved areas, but excludes airfields, detailed provisions for which are specified elsewhere [see, for example Defence Estates Functional Standards (http://www.mod.uk/DefenceInternet/MicroSite/DE/OurPublications/FunctionalStandards/)].
NOTE 1 Porous asphalt, which was included in BS 4987, is now covered by BS EN 13108-7. Mastic asphalt mixtures previously defined in BS 1447 are now covered by BS EN 13108-6.
NOTE 2 There are several asphalt mixtures in general use which were not historically covered by British Standards but which are now covered in BS EN 13108. These are stone mastic asphalt, covered by BS EN 13108‑5, and asphalt concrete for very thin layers (thin surfacing), covered by BS EN 13108-2.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 34 | Table 1 References to protocols in BS 594987 |
| 35 | Table 2 �Type testing sample preparation and testing requirements for UK asphalt concrete mixtures conforming to BS EN 13108-1 Table 3 �Type testing sample preparation and testing requirements for UK HRA mixtures conforming to BS EN 13108-4 |
| 36 | Table 4 �Type testing sample preparation and testing requirements for UK SMA mixtures conforming to BS EN 13108-5 |
| 39 | Table 5 Permitted mean deviations from target (extracted from BS EN 13108‑21:2006, Table A.1) Table 6 Determination of operating compliance level of plant for single results (extracted from BS EN 13108-21:2006, Table A.2) |
| 40 | Table 7 Minimum frequency for analysis of finished product (tonnes/test) (extracted from BS EN 13108-21:2006, Table A.3) |
| 41 | Table 8 �Tolerances to be applied to the declared target grading and binder content (extracted from BS EN 13108-21:2006, Table A.1) |
| 42 | Table 9 �Example of a declared specification AC 32 HDM base 40/60 rec Table 10 �Example of a declared specification AC 6 dense surf 160/220 PSV 60 |
| 43 | Table 11 �Example of a declared specification HRA 35/14F surf 40/60 des PSV50 |
| 44 | Table 12 Next harder grades for recovered binder assessment |
| 45 | Figure B.1 Example specification for asphalt concrete Table A.1 Importance of mixture specifications |
| 50 | Table B.1 �Aggregate grading target limits for 32 mm designed dense/HDM/HMB base mixtures AC 32 dense/HDM/HMB base XX/YY des Table B.2 �Binder grades for dense base and binder course mixtures |
| 51 | Table B.3 Minimum target binder content for designed dense base mixtures |
| 52 | Table B.4 Limiting wheel-tracking requirements for site classifications |
| 53 | Table B.5 �Aggregate grading target limits for 32 mm designed dense/HDM/HMB binder course mixtures AC 32 dense/HDM/HMB bin XX/YY des Table B.6 �Aggregate grading target limits for 20 mm designed dense/HDM/HMB binder course mixtures AC 20 dense/HDM/HMB bin XX/YY des |
| 54 | Table B.7 Minimum target binder content for designed binder course mixtures |
| 55 | Table B.8 �Aggregate grading target limits for 20 mm, 14 mm and 10 mm EME2 mixtures AC 20/14/10 EME2 base/bin XX/YY des Table B.9 Minimum target binder content Bact Table B.10 Number of gyrations |
| 57 | Table B.11 �Target limits for composition for recipe dense base and binder course mixtures AC D dense/HDM base/bin XX/YY rec |
| 58 | Table B.12 �Target limits for composition for open graded binder course mixtures AC D open bin XX/YY (grav) |
| 59 | Table B.13 �Target limits for composition for open graded surface course mixtures AC D open surf XX/YY |
| 60 | Table B.14 �Target limits for composition for close graded surface course mixtures AC D close surf XX/YY |
| 61 | Table B.15 Guidance on selection of binder grades Table B.16 �Target limits for composition for dense, medium graded and fine graded surface course mixtures AC D dense/med/fine surf XX/YY |
| 62 | Figure C.1 Example specification for hot rolled asphalt Table B.17 Maximum temperature of the mixture |
| 65 | Table C.1 Limits for target composition for base and binder course mixtures |
| 67 | Table C.2A �Limits for target composition for surface course mixtures, Type F mixturesA) – Design and recipe target aggregate gradings HRA%/D F surf XX/YY des/rec |
| 68 | Table C.2B Limits for target composition for surface course mixtures, Type F recipe mixtures – binder content HRA%/D F surf XX/YY rec |
| 69 | Table C.2C Limits for target composition for surface course mixtures, Type C – Design mixtures HRA%/D C surf XX/YY des |
| 70 | Table C.3 Limiting wheel-tracking recommendations for site classifications |
| 71 | Table C.4 Maximum temperature of the mixture |
| 72 | Table C.5 Compliance grading of chippings |
| 73 | Figure D.1 Example specification for stone mastic asphalt |
| 76 | Table D.1 Limits for target composition for SMA mixtures |
| 77 | Table D.2 Limiting wheel-tracking recommendations for site classifications |
| 78 | Table D.3 Maximum temperature of the mixture |
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