Secondary Aggregate: Difference between revisions

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[[Category:Tonnage & Waste Types]]
[[Category:Tonnage & Waste Types]]
Generally [[Secondary Aggregate]] is sand and stone material that has been used previously and recycled or recovered to a Secondary Aggregate Specification. Further details on the waste that falls into this broad category is listed on the WikiWaste page [[Soil, Rubble, Hardcore]].
The [[Mineral Products Association]] ([[MPA]])<ref>[https://mineralproducts.org/documents/Contribution_of_Recycled_and_Secondary_Materials_to_Total_Aggs_Supply_in_GB.pdf The Contribution of Recycled and Secondary Materials to Total Aggregates Supply in Great Britain]</ref> define three types of Aggregate:
* Primary Aggregate - minerals that are extracted for aggregates use
* '''[[Recycled Aggregate]]''' - materials derived from [[Construction, Demolition and Excavation waste (mining waste)]] ([[CD&E Waste]]) including railway ballast (but excluding recycled soils and asphalt planings)
* [[Secondary Aggregate]] - materials which are the by-products of other industrial, production or extractive processes, including blast furnace iron and steel slags and [[Incinerator Bottom Ash]] ([[IBA]])


In order to produce a Secondary Aggregate Specification a [[Quality Protocol]] was developed by the [[EA]] and [[WRAP]] in consultation with key stakeholders, including the construction industry, in 2004 in order to demonstrate how [[Construction and Demolition Waste]] could be processed to an appropriate quality and conform with a [[European Aggregate Product Standard]] and achieve an [[End of Waste Criteria]]. It can be downloaded from the [[Mineral Products Association]] website <ref>[https://mineralproducts.org/documents/aggregates_quality_protocol.pdf MPA Website PDF]</ref>


Secondary Aggregate can also be produced from the [[Soil, Rubble, Hardcore]] from Local Authorities - primarily from waste deposited by the public at [[Household Waste Recycling Centres]] ([[HWRC]]).
 
[[File:MPA Summary Image of Aggregates.png|left|Fig 1 of MPA Briefing Document on Aggregates]]__TOC__
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==Market Size and Context==
Generally in the waste sector [[Secondary Aggregate]] can be used to describe both '''Recycled Aggregate''' and [[Secondary Aggregate]] of any sand and stone material that has been used previously (further details on the waste that falls into this broad category is listed on the WikiWaste page [[Soil, Rubble, Hardcore]]), and recycled or recovered to a '''Secondary Aggregate Specification'''. In this context Secondary Aggregate can also be produced from the [[Soil, Rubble, Hardcore]] from Local Authorities - primarily from waste deposited by the public at [[Household Waste Recycling Centres]] ([[HWRC]]).
 
The overall split of Aggregates (for 2017) is summarise below from the same MPA document:
[[File:Aggregates Image from MPA.png|800px|left|Aggregates Image from MPA briefing document]]
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==Quality Protocol for Aggregates from Inert Waste==
In order to produce a Recycled/Secondary Aggregate Specification a [[Quality Protocol]] entitled 'End of Waste Criteria for the production of aggregate from inert waste' was developed in 2004 by the [[EA]] and [[WRAP]] in consultation with key stakeholders, including the construction industry, in order to demonstrate how [[Construction and Demolition Waste]] could be processed to an appropriate quality and conform with a [[European Aggregate Product Standard]]. The main purposes are/where:
 
* clarifying the point at which waste management controls were no longer required;
* providing users with confidence that the aggregate they purchase conforms to an approved industry specification defined in accordance with an appropriate European aggregate standard;
* providing users with confidence that the aggregate is suitable for a use within a designated market sector(s) including by conforming with the industry standard; and
* protecting human health and the environment (including soil).
 
The Quality Protocol for It can be downloaded from the [[Mineral Products Association]] website <ref>[https://mineralproducts.org/documents/aggregates_quality_protocol.pdf MPA Website PDF]</ref>
 
==Primary Product Uses/Specification==
The same Quality Protocol sets out in Appendix B the standards and specifications which must be met for Recycled/Secondary Aggregate Specifications. In summary they include:
*Unbound recycled aggregate: for use as Pipe bedding, Drainage
*Unbound recycled aggregate: for use as Granular fill, General fill, Capping
*Unbound recycled aggregate: for use as sub base
*recycled aggregate for concrete
*recycled aggregate for asphalt
*recycled aggregate for hydraulically bound mixtures
*Reclaimed asphalt for use in bitumous mixtures (often termed planings)
 
The specification of Recycled/Secondary Aggregate is often also referred to primarily by the particle size of the material, the main ones being:
* '''6F4''' fine grading 0/32mm recycled aggregate from crushed hardcore from 32mm down to dust. Normally used as bulk fill to build up levels/as a capping layer
* '''6F5''' coarse grading 0/80mm (previously 6F2 recycled) - recycled aggregate as per 6F4 but from 80mm down to dust.
* '''Type 1''' - recycled aggregate containing concrete and asphalt from 40mm down to dust. Normally used for road and pathway construction
* '''Fines''' - a 6mm to dust product. Mainly used to backfill trenches containing cables
* '''Planings''' - recycled tarmac/asphalt plannings from roads. Normally used for the preparation of driveways and as a sub base to roads
 
==Reference==
==Reference==