New European Asphalt Standards - Presentation

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    New European Asphalt Standards

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    What's happening?

    From 1 J anuary 2008 specifications for asphalt will change

    Out go BS4987 and BS594 product standards

    And in come European standards BS EN13108 parts 1 to 8, 21 and 22

    PLUS BS 594987 for transport and installation

    With PD 6691, the UK guidance document

    The SHW, test methods and other standards ALL change at the same time

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    What does this mean for contracting/ installers/ customers?

    They order a product to BS EN 13108

    There is no need to be supply plant specific with the order

    They install the product to BS 594987/ SHW/ Defence Estates specs/ other

    specs

    BS594987 becomes the reference spec for installation together with PD6691, the UK guidance document

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    BS EN 13108 family of standards

    BS EN 13108 - 1 asphalt concrete

    BS EN 13108 - 2 asphalt concrete for very thin layers

    BS EN 13108 - 3 soft asphalt (Nordic countries)

    BS EN 13108 - 4 hot rol led asphalt

    BS EN 13108 - 5 stone mastic asphalt

    BS EN 13108 - 6 mastic asphalt

    BS EN 13108 - 7 porous asphalt

    BS EN 13108 - 8 reclaimed asphalt

    BS EN 13108 - 20 type testing

    BS EN 13108 - 21 factory production control

    (Products in bold text are available from Lafarge)

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    BS EN 13108 key differences

    Covers only the product in the truck, not the installation

    Now a target composition rather than a recipe approach

    Compliance tolerances are given in FPC (EN 13108 : 21)

    Binder content is adjusted for aggregate density

    No corrections for binder or filler content in base/ binder courses itis target +/- the tolerance

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    BS EN 13108 key differences

    More rigorous product conformity

    Q-Value replaced with Operating Compliance Level (OCL)

    Introduces a mean deviation from target (Product Consistency)

    Still tested and reported by technical

    Attestation of Conformity is required by the Producer

    External accreditation still required (ISO 9001:2000) for Factory

    Production Control (FPC) and Sector Scheme 14.

    Products require Initial Type Testing before they can go on sale

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    Product approval process

    Current 2007

    1 Propose composition

    2 Evaluate/ approve

    3 Site trial(s) 929 etc

    4Testing

    5 Evaluation

    6 Approval

    7 Commence supply

    New 2008 onwards

    1 Attestation of Conformity

    2 Initial Type Testing

    3 Sector Scheme 14 + FPC

    4 CE marking by notified body (NoBos) ifrequired in future not a requirementnow

    5 Commence supply

    Type Test is Mix specific - valid for fiveyears

    Transferable from plant to plant andcontract to contract

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    Description examples

    SMA 10 surf 40/60 PSV650/10MM SMA SC 50 PSV 65

    HRA 15/10F surf 40/60 rec15% 0/10MM HRASC 50PEN SF

    HRA 35/14F surf PMB perf35% 0/14MM HP HRASC POLYMER

    HRA 35/14 surf 40/60 des35% 0/14MM HRASC 50PEN DESIGN

    HRA 60/32 base 40/6060% 0/32MM HRABC/RB 50PEN (28MM)

    AC 6 med surf 100/1500/6MM DSC 125PEN BS4987

    AC 10 close surf 100/150 PSV600/10MM CGSC 125PEN (60PSV) BS4987

    AC 14 EME 2 base 10/200/14MM EME class 2 10/20PEN

    AC 20 dense bin 100/1500/20MM DBC 125PEN SF BS4987

    2008 onwards2007

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    PD 6691:2007

    Each product will have a nominated target composition to whichconformance tolerances will be applied

    Binder content - its expression and the method of calculation based on therelative density of aggregate back calculation formula

    Annexes - give detailed information and guidance in the form of examples

    on product specifications

    Annex A1 Asphaltic Concrete and replaces BS4987

    Annex A2 Hot Rolled Asphalt and replaces BS594

    Annex A5 Stone Mastic Asphalt

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    PD 6691:2007

    Use of Reclaimed asphalt

    Classification system used in EN 13108-8 for foreign matter andbinder properties

    Recommended maximum of 10% in S/C and 50% in bases andbinder courses

    More than 10% in S/C & more than 20% in bases and binder courses

    - recovered binder from the mixture - penetration testing

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    Product description mandatory text

    Binder Grade

    Course type

    Size D

    Asphalt type

    160/220100/150100/15070/10030/4510/20

    BASEBINSURF

    3220141062

    SMAHRAAC

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    Additional text for UK descriptions

    PSV

    Miscellaneous

    DES

    Designed mixtures

    EME2HMBHDM

    Mix Type

    MED/OPENCLOSEDENSE

    Grading type

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    BS 594987

    UK only therefore its a Britishstandard

    Combination of BS 594 : Part 2 andBS 4987 : Part 2 both of which arewithdrawn

    Realignment with SHW 900 series

    Includes protocols for type testing

    Includes transport, laying, compaction

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    BS 594987 Transport and laying

    Informative Annexes:

    Annex A

    Delivery and rolling temperatures

    Annex B

    Rates of spread including HRA, SMA and EME2

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    BS 594987 Transport and laying

    Informative Type Testing protocols:

    Annex C

    DBM/HDM/HMB design voids (SHW 929)

    Annex D

    DBM/HDM/HMB resistance to permanent deformation (SHW 952)

    Annex E

    EME2 design and properties (TRL 636)

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    BS 594987 Transport and laying

    Annex F

    Performance HRA properties (SHW 943) Annex G

    SMA binder course properties (SHW 937)

    Annex H

    HRA Surface course design (BS 598 Pt 107)

    Annex I

    Calibration and operation of indirect density gauge

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    BS 594987 Transport and laying

    BS 594987 is intended as the BASELINE document for all applicationsincluding:

    - roads

    - car parks

    - footways & cycleways

    - play areas etc

    Scheme 16 for Asphalt Laying

    - BS 594987 becomes the main Normative reference