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Recycling Building Materials Regulation

Original Language Title: Recycling-Baustoffverordnung

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181. Regulation of the Federal Minister for Agriculture, Forestry, Environment and Water Management on the obligations under construction and demolitions, the separation and treatment of waste generated in the case of construction and demolitions, the production and the production of waste. the waste end of recycling building materials (recycling building materials ordinance)

On the basis of § § 4, 5, 14 para. 2 Z 7 and § 23 (1) of the Waste Management Act 2002 (AWG 2002), BGBl. I n ° 102/2002, as last amended by Federal Law Gazette (BGBl). I n ° 193/2013, as regards Sections 1 to 13 and 16 to 19 of this Regulation, is in agreement with the Federal Minister for Science, Research and the Economy:

Section 1

General provisions

Target

§ 1. The aim of this Regulation is to promote the circular economy and material efficiency, in particular the preparation for the reuse of components and to ensure a high quality of recycling construction materials, in order to recycle construction and To promote demolition waste within the meaning of European Union law targets.

Scope

§ 2. This Regulation shall apply to:

1.

Construction and demolitions and resulting waste,

2.

the manufacture and use of recycled construction materials as natural, recycled or industrially produced rock carpentry by the treatment of certain wastes according to Annex 1 and

3.

certain recycling materials in which the waste property is property according to § 5 (2) of the Waste Management Act 2002 (AWG 2002), BGBl. I n ° 102/2002.

Definitions

§ 3. For the purposes of this Regulation:

1.

"demolition" means any demolition activity involving construction and demolition waste, including partial demolition, remodeling, renovation, remediation, repair, dismantling, maintenance and repair work;

2.

"asphalt mix" means a mixture of bitumen and rock-type mortar, which is technically produced in asphalt mixing plants;

3.

"Ausbauasphalt" asphalt, which is due to the milling of asphalt layers, by crushing of plaice that has been broken out of asphalt roadway mountings, or clumps originating from tubers, or of convoluted or excess asphalt has been obtained;

4.

"client" means a natural or legal person or any other company with legal personality on whose behalf a construction and demolice activity is carried out;

5.

"construction site waste" means a non-hazardous waste which is obtained in the case of construction and demolitions and is not a main component or in the case of a new building does not fall within a relevant quantity (e.g. insulating materials, plastic pipes, municipal waste, packaging material, sections of various building materials);

6.

"contractor" means a natural or legal person or other company with legal personality who is responsible for the execution of construction and demolitions by the client;

7.

"Splittings" in the wake of the spring sweeping of splitting-spreads with more than 60 mass per cent of splittings and less than one mass per cent of other municipal waste (littering);

8.

"low-permeable, bound covering or supporting layer" means a binding agent-bound layer (hydraulic or bituminous binding), which permanently largely prevents the seepage of the underlying layers with rainfall;

9.

"main component" means a material, including material composites, which occurs with more than five volume processes, based on the materials present, in the part of the building intended for demolition;

10.

"manufacturer of recycling building materials" means a manufacturer in accordance with Article 2 (19) of Regulation (EU) No 305/2011 laying down harmonised conditions for the marketing of construction products and repealing Directive 89 /106/EEC, OJ L 327, 31.12.2011, p. No. 5, (hereinafter referred to as the EU Construction Products Regulation), including any natural or legal person or any other company with legal personality, the recycling building materials on the site for the purpose of its installation in the in each building;

11.

"industrially produced stone carpentry" means a mineral curation of mineral origin, which has been developed industrially under the influence of thermal or other processes;

12.

"Cote of the highest groundwater level (HGW)" the highest groundwater level, with a 100-year probability of occurrence, based on long-standing observations of the groundwater level on the basis of extreme value statistical evaluation methods (HGW) 100 ), or, where it is not secured in the light of existing data, which is to be determined by means of calculations and theoretical considerations;

13.

"Line building" is a longitudinal structure that fulfils infrastructure tasks, such as road, road, track, tunnel, line or channel. Civil engineering or civil engineering works in direct connection with line-building structures (e.g. motorway service centres, interlocking systems, sewage treatment plants or bridges) shall not be considered to be a line structure within the meaning of this Regulation;

14.

"natural stone" is a mineral deposits made of mineral deposits which have been subjected to mechanical treatment only;

15.

"recycled rock" means a stone's mortar formed by the processing of inorganic material previously used as a building material;

16.

"recycling building material" means a natural, industrially produced or recycled stone-type mortar made from waste which can be used as a building material in accordance with the EU Construction Products Regulation;

17.

"recycling-building material" means a recycling building material which has reached the end of the waste property in accordance with this Regulation;

18.

"dismantling" of the demolition of a building in general in the reverse order of the construction of a building, with the aim of ensuring that the materials produced during the demolition are largely re-used, preparation for re-use of components or recycling can be carried out with the separation of the resulting materials and taking into account the contents of the pollutant, so that mixing and contamination of the resulting materials is minimised and the removal of harmful substances is prevented;

19.

"returnable person" means a natural person who has a construction or chemical training and knowledge of demolition work, waste and construction chemistry and waste law (in particular the AWG 2002, the Waste Directory Ordinance, BGBl. II No 570/2003, the Landfill Regulation 2008 (DVO 2008), BGBl. II No 39/2008, and this Regulation);

20.

"Stahlwerksschlacke" (steelworks slag) a rock melt which, in the production of crude steel according to the Linz-Donawitz process (blow-steel process, converter process), is solidified in crystalline form as LD slag.

Section 2

Duties in respect of construction and demolitions

Schad and interfering material exploration and orienting shad and perturbations

§ 4. (1) Prior to the demolition of a building or several buildings within the framework of a construction project, in which a total of more than 100 t of construction and demolition waste, other than soil excavation material, is obtained, a shad and perturbing material exploration is considered to be an orientable shad-and Investigation of disruptive substances according to ÖNORM B 3151 "Rebuilding of buildings as standard demolition method", issued on 1 December 2014, carried out by a retro-trained person. In the case of line structures or fortified areas, the obligation to explore the orientations of a shad and of a matter of matter shall be deemed to be fulfilled if quality assurance according to § 10 ( Annex 3 Chapter 3.2, 3.3 or 3.4).

(2) Before the demolition of a building or several buildings within the framework of a construction project, in which a total of more than 100 tons of construction and demolition waste, excluding excavated material, are produced and with a total gross volume of more than 3,500 m 3 , instead of an orientable scary and perturbing material exploration in accordance with paragraph 1, a scrubbing and perturbing investigation according to the ON-rule 192130 "Pollutant exploration of buildings before demolition work", issued on 1 May 2006, or according to ÖNORM EN ISO 16000-32 "Indoor air pollution, Part 32: Investigation of buildings on pollutants", issued on 1 January 2008. October 2014, shall be carried out by an external authorized person or specialist institution with a knowledge of construction technology. This paragraph shall not apply to line structures and fixed surfaces.

(3) In the context of the investigation of waste and perturbations in accordance with para. 1 and 2, it is also necessary to document those components which can be fed to a preparation for re-use.

(4) The owner, the person responsible for the return of the person and the external authorized person or specialist institution are responsible for the proper implementation and documentation of an investigation of the Schad and interfering materials in accordance with paragraphs 1 to 3. The fulfilment of their obligations shall be demonstrated by the respective pledge.

(5) The building owner shall keep the documentation of the investigation of the matter of the matter of the matter at least seven years after the completion of the demolition of a building or several buildings within the framework of a construction project and shall submit it upon request.

Decommissioning

§ 5. (1) The demolition of a building has to be carried out as a deconstruction according to ÖNORM B 3151. It is necessary to ensure that components which can be prepared for re-use and which are in demand by third parties are expanded and handed over in such a way that subsequent re-use is not difficult or impossible is made. Pollutants, in particular hazardous waste (e.g. asbestos cement, waste containing asbestos, waste containing tar, waste containing PCBs, waste containing phenol and (H) CFC-containing insulating materials or components), and interfering substances (e.g. toxic waste), which Making recycling difficult is to be removed. The removal of reusable components and the removal of noise and impurity have to be carried out before any mechanical dismantling.

(2) The waste removed from the waste, containing waste and interfering substances, must be separated from each other and be treated properly.

(3) The documentation of the dismantling shall be carried out in accordance with ÖNORM B 3151 if, in the event of the demolition of a building, more than 100 tonnes of construction and demolition waste, with the exception of soil excavation material, are produced. The owner and the building contractor are responsible for the proper implementation and documentation of the rebuilding. The fulfilment of their obligations shall be demonstrated by the respective pledge.

(4) The owner and the contractor shall be responsible for the documentation of the demolition on the construction site, which shall be submitted to the authority upon request, before the start of and during the demolition of a building. In the event of the transfer of mineral waste or wood waste, the owner and any other contractor shall, upon the first transfer of the waste to a third party, transfer a copy of the documentation of the back-building together with the waste.

(5) The owner must keep the documentation of the back-building at least seven years after the completion of the demolition of a building and to present it to the authority upon request.

Separation

§ 6. (1) The main components specified for the decommissioning are to be separated from each other in the course of the demolition of a building. If the separation at the site of the site is technically not possible or involves disproportionate costs, it must be carried out in a treatment plant approved for this purpose.

(2) The separation obligation in accordance with paragraph 1 shall not apply to those main components whose joint treatment is permissible for the production of a particular recycling building material and shall also be carried out.

(3) In the case of construction and demolitions, hazardous waste from non-hazardous waste and construction site waste shall be separated from other waste on site.

(4) In the case of a new building, with the exception of line structures or fortified areas, for a total gross volume of more than 3 500 m 3 In any case, the groups of substances wood waste, metal waste, mineral waste, construction site waste and any other waste (e.g. plastic waste, biogenic waste) must be separated from each other on site. If the separation at the site of the site is technically not possible or involves disproportionate costs, it must be carried out in a treatment plant approved for this purpose.

(5) The owner and the contractor shall be responsible for the separation of the waste. The client is also responsible for the provision of the areas and facilities required for this purpose.

Section 3

Manufacture and use of recycled building materials

Permissible input materials and recycling bans

§ 7. (1) Recycling construction materials referred to in this Regulation may be made exclusively from waste according to: Annex 1 produced. In particular, impurities with the following substances or wastes shall be avoided to the greatest possible extent

1.

asbestos,

2.

artificial mineral fibres,

3.

(H) CFC (zB in extruded polystyrene (XPS), polyurethane (PU)),

4.

PAK (ZB Teer),

5.

PCB,

6.

Phenols,

7.

mineral oil,

8.

Gips,

9.

Magnesite and cement-bound Holzwolledämmbauplates,

10.

cement-bonded woodchip concrete,

11.

fire protection plates and

12.

Artificial marble.

Waste from clearly contaminated areas or areas where contamination is known or suspected (e.g. due to accidents and accidents) must not be used for the production of recycled building materials.

(2) In addition to the Annex 1 shall be the use of natural rock formations in minor quantities as a mixing component for the technical improvement of the recycling building materials (in particular to complement the sifting line), in compliance with the Prohibition of mixing prohibited in accordance with Article 15 (2) of the AWG 2002.

(3) Recycling materials of the quality class U-E may only be made from track ballast material or technical bulk material.

Input Control

§ 8. (1) The manufacturer of recycling materials shall examine the waste provided for the production of recycled building materials by means of a visual inspection and shall assess whether the waste for the production of recycling materials is suitable. In particular, the waste is to be tested for inadmissible mixtures, inadmissible waste or contamination in accordance with § 7. The manufacturer of recycling building materials has to check the documentation of the back-building for completeness, plausibility and compliance with the delivered waste.

(2) For waste for which the quality assurance in accordance with § 10 has already been carried out prior to the treatment process, a proof of assessment has been made in accordance with Annex 3 . This proof of assessment must be checked by the manufacturer of recycling materials for completeness, plausibility and conformity with the waste delivered.

Quality requirements

§ 9. (1) The manufacturer of recycling building materials has the quality requirements (quality classes, parameters and limit values) for recycling construction materials in accordance with Annex 2 , If, except in the case of a quality class D recycling material, an eluate parameter in the Annex 2 , the eluate parameters and the eluate limit values of the inert waste disposal site as set out in Table 4 of Annex 1 shall apply in the case of a suspicion of contamination as a result of the entry control in accordance with § 8, or at elevated geogenic contents, the eluate parameters and the eluate limit values of the inert waste disposal site DVO 2008, BGBl. II No 39/2008, in the current version, except for arsenic and lead. For these parameters, an eluate limit value of 0.3 mg/kg TM is to be observed in each case.

(2) A recycling building material is based on quality assurance in accordance with § 10 of a quality class according to Annex 2 .

(3) A recycling building material must comply with the technical requirements of the construction industry in accordance with the state of the art. With regard to the structural properties for the first use of steel mill slags, the ÖNORM B 3130 " design for asphalt and surface treatments for roads, airfields and other traffic areas-rules for the implementation of the ÖNORM EN 13043 ", issued on 1 August 2010.

(4) Non-recyclable residues resulting from the production of recycled construction materials shall be properly removed.

Quality assurance

§ 10. (1) The manufacturer of recycling materials has to ensure the environmental compatibility of the recycled building materials. To this end, compliance with the limit values of Annex 2 and the quality requirements referred to in § 9 by an investigation system in accordance with Annex 3 Proof.

(2) By way of derogation from paragraph 1 of the quality class U-A, a recycling building material consisting of a splint in accordance with § 3 Z 7 may be assigned to a recycling building material.

a)

the fine fraction of less than 2 mm and the oversize of more than 12 mm have been demonstrably separated,

b)

before and during the treatment, no other waste has been or are being mixed with

c)

No impurities or pollution of the splint zB with mineral oil are known or are obvious.

For each batch of a recycling building material, the fulfilment of the requirements according to lit. a to c and to document the assignment of the concrete batch to the quality class U-A from the manufacturer of the recycling building material.

(3) By way of derogation from paragraph 1, a recycling building material can be assigned to the quality class B-D if the asphalt content does not contain impurities or pollutant loads zB with tar. For each batch of a recycling building material, the suitability of the material and the assignment of the concrete batch to the quality class B-D from the manufacturer of the recycling building material must be documented.

(4) Chemical analyses in accordance with Annex 3 shall be carried out by a conformity assessment body accredited for this purpose.

(5) The documentation referred to in this paragraph and Annex 3 shall be kept for at least seven years by the manufacturer of the recycling construction materials and shall be submitted to the Authority on request. The evidence of assessment shall be submitted to the Federal Minister for Agriculture, Forestry, the Environment and Water Management for the evaluation of this Regulation on request.

(6) As far as it is established, quality assurance and documentation can be carried out by means of the electronic registers in accordance with Section 22 (1) AWG 2002. In this case, the technical and organizational specifications published on the EDM-Portal (edm.gv.at) must be used.

Label

§ 11. (1) The manufacturer of recycling building materials has to be clearly identified as recycling materials. The designation must be carried out in accordance with the state of the art and must contain the quality class according to § 9.

(2) If recycling materials are transferred to a third party, the label shall be retained on the packaging in the case of an unpacked recycled building material on a leaflet. The name of the recycling building material must appear on the invoice and delivery note. Together with the recycling building material, the leaflet is to be handed over to each additional recipient of the recycling building material.

(3) Where recycling materials are handed over to a third party, the areas of use and the prohibition of use shall be indicated in accordance with § 13, together with the name on the packaging of the recycling building material or the leaflet.

Recording and reporting obligations

§ 12. The manufacturer of recycling construction materials has the type, quantity, origin and whereabout of waste for the production of recycling building materials in accordance with the provisions of the Waste Balance Regulation, BGBl. II No 497/2008, as amended, in accordance with the Annex 5 electronically record and report.

Permitted areas of use and use prohibitions

§ 13. Those who use recycling materials have to comply with the following requirements ( Annex 4 Table 1):

1.

Recycling construction materials of the quality class U-A, quality class U-B and quality class U-E may not be bound or for the production of concrete up to strength class C 12/15 or for the strength class C 8/10 under the exposure class XC1 according to ÖNORM B 4710-1 "Concrete-Part 1: Setting, manufacturing, use and proof of conformity-Rules for the implementation of the ÖNORM EN 206-1 for normal and heavy concrete", issued on 1 July 2008. October 2007, will not be used in the following areas:

a)

in protected areas in accordance with § § 34, 35 and 37 of the Water Rights Act 1959 (WRG 1959), BGBl. N ° 215/1959, as last amended by the Federal Law BGBl. I No 54/2014,

b)

in the designated core zone of Schonzones or in the designated narrow area according to § § 34, 35 and 37 of the WRG 1959, with the exception of each area for the protection of thermal water resources,

c)

below the Kote of the highest groundwater level (HGW) and

d)

in surface waters.

2.

In the absence of a nuclear zone or an engerine area designated in accordance with § § 34, 35 and 37 WRG 1959, recycling building materials of the quality class U-B and quality class U-E may be used throughout the entire area, with the exception of those areas for the protection of This prohibition shall not apply if there is a water-legal authorisation for this construction measure.

3.

Quality class U-B recycling materials may not be tied or used for the manufacture of concrete up to strength class C 12/15 or in class C 8/10 under the exposure class XC1 only under a low-permeability, bound deck- or load-bearing layer (except in the case of high-building measures). The low-permeable, bound covering or supporting layer must be applied immediately after installation.

4.

Recycling construction materials of the quality class U-E must be used unbound only in the trapezoid of the track body as a supporting layer or in traffic areas under a minimally-permeable, bound cover layer or support layer. The low-permeable, bound covering or supporting layer must be applied immediately after installation.

5.

Recycling building materials of grade H-B may only be used for the production of concrete from strength class C 12/15 or in strength class C 8/10 from exposure class XC1.

6.

Recycling-building materials of quality class B-B and quality class B-C may only be used for the production of asphalt mixed material B-B according to 5. Section of this Regulation shall be used.

7.

Recycling construction materials of quality class B-D may only be used for the production of asphalt mixed material B-D according to 5. Section of this Regulation for

a)

Bituminously bonded outer layers (asphalt layers) or

b)

bituminously bound carrying layers (asphalt layers)

be used in the construction and maintenance of municipal roads, on the same construction site on which the expansion of roads is located, and in the construction and maintenance of federal roads A and S and country roads B and L. The additional areas of application and use bans according to § 17 apply to the asphalt mixed material B-D produced.

8.

Quality D recycling materials may only be used for the production of asphalt mixed material D according to 5. Section of this Regulation for

a)

Bituminously bonded outer layers (asphalt layers) or

b)

bituminously bound carrying layers (asphalt layers)

be used in construction and maintenance of federal roads A and S and country roads B and L. For the asphalt mixed product D produced, the additional areas of application and use bans apply in accordance with § 17.

9.

By way of derogation from Z 7, a recycling building material of the quality class B-D from asphalt, which is obtained by milling (milling asphalt) may also be used for the production of unbound upper load-bearing layers of federal roads A and S and country roads B and L according to RVS 08.15.02 "Unbound supporting layers with asphalt granulate", issued on 1 March 2012 in road construction on the same construction site on which the milling asphalt is incurred. In this case, use below the highest ground water level plus 1.0 m (HGW plus 1.0 m) is not permitted and the restrictions on the quality class U-B according to Z 1 lit. a, b and d, 2 and 3 apply.

Section 4

Waste recycling construction materials

Falling

§ 14. (1) The end of the waste property shall be carried out in the case of a recycling building material of the quality class U-A in accordance with Annex 2 with the handover from the manufacturer to a third party.

(2) The manufacturer of recycling building materials has become a manufacturer before the first-time handover in accordance with paragraph 1-as far as established by the register according to § 22 AWG 2002-by the Federal Minister for Agriculture, Forestry, Environment and Water Management to report on recycling materials and to make a binding declaration within the meaning of Section 5 (4) of the AWG 2002 on compliance with the prohibition of mixing in accordance with § 15 para. 2 AWG 2002.

(3) The manufacturer of recycling building materials, which submits recycling building materials in accordance with paragraph 1, has these submissions in accordance with the requirements of the Annex 5 record and report.

Declaration of Conformity

§ 15. (1) The manufacturer of recycling materials shall have a declaration of conformity concerning the implementation of the quality assurance in accordance with § 10 for each recycling building material in which the end of the waste property is to be reached in accordance with Article 14 (1). To ensure compliance with the limit values of the quality class U-A. This declaration can be made together with the declaration of performance in accordance with the EU Construction Products Regulation.

(2) The manufacturer of recycling materials has to hand over a copy of the declaration of conformity to the supplier of the recycling building material product.

(3) During transport within the framework of a transboundary movement of recycled material products, the declaration of conformity shall be carried out, unless Annex 7 to Regulation (EC) No 1013/2006 on shipments of waste, OJ L 327, 30.12.2006, p. No. OJ L 190 of 12.7.2006 p. 1, as last amended by Regulation (EU) No 1234/2014, OJ L 136, 31.5.2014, p. No. OJ L 332, 19.11.2014 p. 15.

(4) The declaration of conformity must be kept by the manufacturer and the contractor for seven years.

Section 5

Guidelines for the further processing of certain recycling materials and their use

Special provisions on asphalt mix

§ 16. (1) From a recycling building material of the

-

Quality class B-B or the quality class B-C produced asphalt mixed material is the quality class asphalt mixed lot B-B

-

Quality class B-D produced asphalt mixed material is the quality class asphalt mix B-D

-

Quality class D produced asphalt mixed material is the quality class asphalt mixed product D

.

(2) In the case of a recycling building material of quality class B-C or quality class B-D, which has a total PAK content (16 PAK according to EPA) of more than 20 mg/kg TM, the processing to asphalt mix can only be carried out in one-healed hot mixing plants. Damper detection and
-treatment from the mixing process. The shock absorption and treatment must prevent the release of pollutants, in particular TOC, KW and PAHs, according to the state of the art.

(3) The asphalt mix has to comply with the limit value for the total PAH content (16 PAK according to EPA) of 20 mg/kg TM. If the total PAK content (16 PAK according to EPA) is less than 100 mg/kg in the case of a recycling building material of quality class B-C or quality class B-D, and less than 20% by mass of recycled construction material in the production of the asphalt mix Quality class B-C or the quality class B-D, the total PAK content (16 PAK according to EPA) of 20 mg/kg of TM for the asphalt mix shall be considered to be complied with, unless other PAH-containing materials are used. Otherwise, compliance with the limit value in the asphalt mix shall be demonstrated by quality assurance in accordance with § 10.

(4) The manufacturer of asphalt mixed material has to clearly designate asphalt mixed material of the quality class asphalt mixed material B-B, asphalt mixed material B-D and asphalt mixed material D. According to the ÖNORM B 3580-1 "Asphalt mixed material requirements-Part 1: Asphalt concrete-Empitic approach-Rules for the implementation of the ÖNORM EN 13108-1", issued on 1 December 2009 or the ÖNORM B 3580-2 " Asphalt mix-good mix- Mixed-material requirements-Part 2: Asphalt concrete-Behavior-behavior-oriented requirements-Rules for the implementation of the ÖNORM EN 13108-1 ", issued on 15 March 2011, to be carried out and to contain the quality class according to paragraph 1.

(5) If asphalt mixed material of the quality classes asphalt mixed material B-D or asphalt mixed product D is transferred to a third party, the designation must be recorded on a supplement. The name of the asphalt mix of the quality classes asphalt mixed material B-B, asphalt mix B-D and asphalt mix D has to appear on the invoice and delivery note. Together with the asphalt mix, the leaflet is to be handed over to any further transfer material of the asphalt mix.

(6) If asphalt mixed material of the quality classes asphalt mixed material B-D or asphalt mixed product D is transferred to a third party, the areas of use and non-use prohibitions according to § 17 shall be indicated together with the name on the leaflet.

Permissible fields of application and use bans for asphalt mixed gut B-D or asphalt mixed product D

§ 17. Those who use asphalt mixes of the quality class asphalt mix B-D or the quality class asphalt mix D have to comply with the following specifications ( Annex 4 Table 1):

1.

Asphalt mixing material of the quality class asphalt mix B-D or asphalt mixed product D must not be used in the following areas:

a)

in protected areas in accordance with § § 34, 35 and 37 WRG 1959,

b)

Where a core zone is designated by a zone of protection or an engerer strait area pursuant to Sections 34, 35 and 37 of the WRG 1959, the prohibition of use in this area shall be restricted; the prohibition on the use of the whole of the region shall be subject to the prohibition of the use of the whole area. not if there is a water-law permit for this construction project,

c)

below the Kote of the highest groundwater level plus 1.0 m (HGW + 1m) and

d)

in surface waters.

2.

Asphalt mixing material of the quality class asphalt mix B-D may only be used for

a)

Bituminously bonded outer layers (asphalt layers) or

b)

bituminously bound carrying layers (asphalt layers)

be used in the construction and maintenance of municipal roads, on the same construction site on which the expansion of roads is located, and in the construction and maintenance of federal roads A and S and country roads B and L. In accordance with RVS 08.16.01 "Requirements for Asphaltschichten", issued on 1 February 2010, and RVS 08.16.06 "Requirements for asphalt layers-use-behavior-oriented approach", issued on 1 April 2013, the deployment has to be carried out.

3.

Asphalt mixing material of the quality class asphalt mixed product D may only be used for

a)

Bituminously bonded outer layers (asphalt layers) or

b)

bituminously bound carrying layers (asphalt layers)

be used in construction and maintenance of federal roads A and S and country roads B and L. The application has to be made according to RVS 08.16.01 and RVS 08.16.06.

6.

Closure and transitional provisions

Transitional provisions

§ 18. (1) Recycling construction materials produced before the entry into force of this Regulation may

1.

until 31 December 2017, in accordance with the provisions of Chapter 7.14 of the Federal Waste Management Plan 2011, or

2.

shall be recovered in accordance with the provisions of this Regulation. In this case, a quality assurance in accordance with Annex 3 Chapter 2 shall be carried out and these recycling materials shall be assigned to the relevant quality class in accordance with § 9. § § 11 to 15 apply for the designation, the recording and reporting requirements, the areas of application and the use of the waste and the end of the waste.

(2) In the case of outbreaks authorised before the entry into force of this Regulation, or officially commissioned, there shall not be an orientation of the investigation of shad and perturbations, or a shad and perturbing agent exploration in accordance with § 4 and a decommissioning in accordance with § 5. to be made mandatory.

(3) By way of derogation from Section 10 (4), chemical analyses may be carried out by authorized specialists or specialist institutions which are not accredited for conformity assessment bodies until 31 December 2017. In such cases, the authorized person or specialist institution shall carry out the vast majority of analyses.

entry into force

§ 19. (1) This Regulation shall enter into force 1. Jänner 2016 in force. At the same time, the regulation on the separation of materials from construction work occurs, BGBl. No 259/1991, except for force.

(2) By way of derogation from paragraph 1, the provisions relating to recycling building materials from steelworks slags shall enter into force from the date of the presentation of this Regulation.

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