DIN 18317-2016 German construction contract procedures (VOB) - Part C General technical specifications in construction contracts (ATV) - Road construction - Asphalt surfacings《德国建筑.pdf

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1、 S e p t e m b e r 2 0 1 6 E n g l i s h p r i c e g r o u p 6 N o p a r t o f t h i s t r a n s l a t i o n m a y b e r e p r o d u c e d w i t h o u t p r i o r p e r m i s s i o n o f D I N D e u t s c h e s I n s t i t u t f r N o r m u n g e . V . , B e r l i n . B e u t h V e r l a g G m b H ,

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3、r o c e d u r e s ( V O B ) P a r t C : G e n e r a l t e c h n i c a l s p e c i f i c a t i o n s i n c o n s t r u c t i o n c o n t r a c t s ( A T V ) R o a d c o n s t r u c t i o n A s p h a l t s u r f a c i n g s ,E n g l i s h t r a n s l a t i o n o f D I N 1 8 3 1 7 : 2 0 1 6 - 0 9V O B

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5、p h a l t ,E n g l i s c h e b e r s e t z u n g v o n D I N 1 8 3 1 7 : 2 0 1 6 - 0 9C a h i e r d e s c h a r g e s a l l e m a n d p o u r d e s t r a v a u x d e b t i m e n t ( V O B ) P a r t i e C : C l a u s e s t e c h n i q u e s g n r a l e s p o u r l e x c u t i o n d e s t r a v a u x

6、d e b t i m e n t ( A T V ) T r a v a u x d e c o n s t r u c t i o n r o u t i r e C o u c h e s d u s u r e d a s p h a l t e ,T r a d u c t i o n a n g l a i s e d e D I N 1 8 3 1 7 : 2 0 1 6 - 0 9SupersedesD I N 1 8 3 1 7 : 2 0 1 5 - 0 8www.beuth.deD o c u m e n t c o m p r i s e s 1 4 p a g e s

7、DT r a n s l a t i o n b y D I N - S p r a c h e n d i e n s t .I n c a s e o f d o u b t , t h e G e r m a n - l a n g u a g e o r i g i n a l s h a l l b e c o n s i d e r e d a u t h o r i t a t i v e .11.16 DIN 18317:2016-09 2 A comma is used as the decimal marker. Foreword This document has bee

8、n prepared by the Deutscher Vergabe- und Vertragsausschuss fr Bauleistungen (DVA) (German Committee for Construction Contract Procedures). Amendments This document differs from DIN 18317:2015-08 as follows: a) the document has been editorially revised; b) the references to VOB/A have been updated; c

9、) the normative references have been updated as of 2016-04. Previous editions DIN 18317: 1974-07, 1979-10, 1988-09, 1992-12, 1996-06, 2000-12, 2006-10, 2010-04, 2012-09, 2015-08 Normative references The following documents, in whole or in part, are normatively referenced in this document and are ind

10、ispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. DIN 1960, German construction contract procedures (VOB) Part A: General provisions relating to the award of

11、construction contracts DIN 1961, German construction contract procedures (VOB) Part B: General conditions of contract relating to the execution of construction work DIN 18299, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Gener

12、al rules applying to all types of construction work DIN 18354, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Asphalt flooring works DIN EN 12273, Slurry surfacing Requirements DIN EN 13108 (all parts), Bituminous mixtures Mater

13、ial specifications DIN EN 13108-4, Bituminous mixtures Material specifications Part 4: Hot rolled asphalt DIN EN 13108-20, Bituminous mixtures Material specifications Part 20: Type Testing DIN EN 13108-21, Bituminous mixtures Material specifications Part 21: Factory production control DIN 18317:2016

14、-09 3 TL Gestein-StB, Technische Lieferbedingungen fr Gesteinskrnungen im Straenbau (Technical delivery conditions for aggregates for use in road construction)*)TL AG-StB, Technische Lieferbedingungen fr Asphaltgranulat (Technical delivery conditions for granulated asphalt)*)TL BE-StB, Technische Li

15、eferbedingungen fr Bitumenemulsionen (Technical delivery conditions for bitumen emulsions)*)TL Bitumen-StB, Technische Lieferbedingungen fr Straenbaubitumen und gebrauchsfertige Polymermodifizierte Bitumen (Technical delivery conditions for bitumen for use in road construction and ready to use polym

16、er modified bitumen)*)TLG Asphalt-DSK-StB, Technische Lieferbedingungen fr Asphalt im Straenbau Teil: Gteberwachung; Teil: Mischgut fr dnne Schichten im Kalteinbau (Technical delivery conditions for asphalt for use in road construction Quality control Cold mix thin surfacings)*)TLG Asphalt-OB-StB, T

17、echnische Lieferbedingungen fr Asphalt im Straenbau Teil: Gteberwachung; Teil: Ausfhrung von Oberflchenbehandlungen (Technical delivery conditions for asphalt for use in road construction Quality control Surface treatment)*)TP Asphalt-StB, Technische Prfvorschriften fr Asphalt (Technical rules for t

18、esting asphalt)*) *)Author: FGSV Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (German Road and Transportation Research Association), An Lyskirchen 14, 50676 Kln, www.fgsv.de. Obtainable from: FGSV Verlag GmbH, Verlag der Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (German

19、Road and Transportation Research Association), Wesselinger Strae 17, 50999 Kln, www.fgsv-verlag.de. DIN 18317:2016-09 4 Contents Page 0 Details required for drafting the specification of works . 4 1 Scope 6 2 Materials and components . 6 3 Execution of work 10 4 Associated tasks and special tasks 13

20、 5 Settlement of accounts 14 0 Details required for drafting the specification of works The following information supplements the general information specified in DIN 18299, clause 0. Without this information, a specification of works as required in 7 ff., 7 EU ff. or 7 VS ff. of VOB/A (DIN 1960) ca

21、nnot be properly drawn up. This information does not form part of the contract. The specification of works shall, in particular, include the following information as and when applicable. 0.1 Site information 0.1.1 Type and quality of substrate. 0.1.2 Depth and types of foundation and constructional

22、details of, and loads from, neighbouring structures. 0.1.3 Type and condition of existing marginal strips. 0.2 Details of execution of work 0.2.1 Pavement construction. DIN 18317:2016-09 5 0.2.2 Purpose of road (including any special use), climatic factors. 0.2.3 Exposure, traffic type and load, loc

23、al factors. 0.2.4 Number, type, dimensions and design of connections to/junctions with existing structures, building elements and pavement layers. 0.2.5 Number, type, location and dimensions of openings or recesses to be made or closed. 0.2.6 Number, type, dimensions and location of inserts (element

24、s or components) to be left in the pavement, together with details of their masses. 0.2.7 Number, types, location, dimensions and design of movement joints. 0.2.8 Design and any sectionalizing of surfaces. Texture and other properties of surfaces. 0.3 Details not included in the specifications of th

25、is standard 0.3.1 If specifications are to be made that are not included in the specifications of this standard, they shall be described separately and clearly in the specification of works. 0.3.2 Such specifications may be of particular relevance in: subclause 2.1.1, if there are restrictions on th

26、e use of certain aggregates, subclause 2.1.3, if there are restrictions on the use of granulated asphalt, subclause 2.1.4.1, if the mix design is not to be at the contractors discretion, subclause 3.3.1, if the asphalt base, basecourse, binder courses, surface/wearing course or hot rolled asphalt pr

27、otection layers are to be produced to a level, flatness, profile or thickness other than specified, or if in track construction other requirements are to be complied with, subclause 3.3.2, if mastic asphalt surface/wearing courses or protection layers are to be produced to a flatness or thickness ot

28、her than specified, subclause 3.3.3, if, for surface dressing, the joints in sett pavement are to be filled in a way other than specified, subclause 3.3.4, if, for slurry surfacing, a binder is to be sprayed on the substrate, subclause 3.3.5, if, for hot mix asphalt thin surfacings, the mass to be u

29、sed per unit area shall be other than specified. 0.4 Details of associated tasks and special tasks No details are required supplementary to those given in DIN 18299, subclause 0.4. DIN 18317:2016-09 6 0.5 Accounting of works In the specification of works, accounting of works shall be based on the fo

30、llowing units, accounted for separately according to type, materials and dimensions: improvement of substrate (by compaction): by area (m2), producing a bituminous substrate to the specified level, slope and flatness: by mass (t), cleaning of surfaces: by area (m2), spraying of binder: by area (m2)

31、or mass (t), placing of levelling courses: by mass (t), placing of asphalt base, basecourse, binder course, surface/wearing course and protection layers, and surface dressing: by area (m2), mass (t), or volume (m3), surface dressing of asphalt surface/wearing course: by area (m2), formation of joint

32、s and joint filling: by length (m), taking of samples for check testing: by number. 1 Scope 1.1 This standard covers the flexible pavement of roads of any type, including paved open spaces, airfields, courtyards, and railway tracks and platforms, the term “pavement” being understood to cover the asp

33、halt base, the asphalt basecourse, any asphalt binder courses, and the asphalt surface/wearing course, and surface dressing, asphalt protection layers and asphalt surface/wearing courses on bridge decks. 1.2 This standard does not cover the placing of coal tar pitch and pitch bitumen courses, the pl

34、acing of protection layers on waterproofing and screeds made of mastic asphalt (see DIN 18354). 1.3 DIN 18299, clauses 1 to 5 shall also apply. In cases where the specifications of DIN 18299 contradict the present standard, DIN 18317 shall take precedence. 2 Materials and components The specificatio

35、ns of DIN 18299, clause 2 shall be supplemented as follows: The requirements in the technical rules below cover the most commonly used materials. DIN 18317:2016-09 7 2.1 Requirements 2.1.1 Aggregates The Technische Lieferbedingungen fr Gesteinskrnungen im Straenbau (TL Gestein-StB)1)apply. Ashes fro

36、m domestic waste incineration, recycled building materials with components as in Annex B of the TL Gestein StB1)and volcanic slag shall not be used as aggregates for making asphalt. Foundry sand and cupola slag shall not be used for asphalt binder courses and surface/wearing courses. 2.1.2 Binders T

37、he following apply: Technische Lieferbedingungen fr Straenbaubitumen und gebrauchsfertige Polymermodifizierte Bitumen (TL Bitumen-StB)1), Technische Lieferbedingungen fr Bitumenemulsionen (TL BE-StB)1). Admixtures and natural asphalt in accordance with DIN EN 13108-4 may be added to binders conformi

38、ng to TL Bitumen-StB1)and TL BE-StB1). 2.1.3 Recycled asphalt The Technische Lieferbedingungen fr Asphaltgranulat (TL AG-StB)1)apply. The binder shall be suitable for the mix containing granulated asphalt as a component. 2.1.4 Asphalt 2.1.4.1 General DIN EN 12273 DIN EN 13108 (all parts) The design

39、of (asphalt) mixtures shall be at the contractors discretion. Due consideration shall be given to their intended purpose, the local climate, site conditions, and traffic type and flow. The binder shall completely coat and permanently adhere to the aggregate particles. The temperature of the aggregat

40、e and binder shall be chosen so as to make the mix easily workable without impairing its performance. 1)Author: FGSV Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (German Road and Transportation Research Association), An Lyskirchen 14, 50676 Kln, www.fgsv.de. Obtainable from: FGSV Verlag

41、 GmbH, Verlag der Forschungsgesellschaft fr Straen- und Verkehrswesen e. V., Wesselinger Strae 17, 50999 Kln, www.fgsv-verlag.de. DIN 18317:2016-09 8 Mixtures may be made up of the following. 2.1.4.2 Base Aggregates: as in Annex F of the TL Gestein-StB1)for asphalt base mixtures. Binders: paving gra

42、de bitumen 2.1.4.3 Basecourse Aggregates: as in Annex F of the TL Gestein-StB1)for asphalt basecourse mixtures. Binders: paving grade bitumen. 2.1.4.4 Binder courses Aggregates: as in Annex F of the TL Gestein-StB1)for asphalt binders. Binders: paving grade or polymer modified bitumen. 2.1.4.5 Aspha

43、lt concrete surface/wearing courses: Aggregates: as in Annex F of the TL Gestein-StB1)for asphalt concrete surface/wearing courses. Binders: paving grade or polymer modified bitumen. 2.1.4.6 Stone mastic asphalt surface/wearing courses and protection layers: Aggregates: as in Annex F of the TL Geste

44、in-StB1)for stone mastic asphalt. Binders: paving grade or polymer modified bitumen. Stabilizers. 2.1.4.7 Mastic asphalt surface/wearing courses and protection layers: Aggregates: as in Annex F of the TL Gestein-StB1)for mastic asphalt. Binders: paving grade bitumen, mixture of paving grade bitumen

45、and natural asphalt, polymer modified bitumen. Viscosity modifying additives. 1)Author: FGSV Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (German Road and Transportation Research Association), An Lyskirchen 14, 50676 Kln, www.fgsv.de. Obtainable from: FGSV Verlag GmbH, Verlag der Forsch

46、ungsgesellschaft fr Straen- und Verkehrswesen e. V. (German Road and Transportation Research Association), Wesselinger Strae 17, 50999 Kln, www.fgsv-verlag.de DIN 18317:2016-09 9 2.1.4.8 Porous asphalt surface/wearing courses: Aggregates: as in Annex F of the TL Gestein-StB1)for porous asphalt. Bind

47、ers: polymer modified bitumen. Stabilizers. 2.1.4.9 Slurry surfacing Aggregates: as in Annex F of the TL Gestein-StB1)for slurry surfacing asphalt mixture. Binders: polymer modified bitumen emulsion. Additives for control of breaking process. 2.1.4.10 Hot-mix asphalt thin surfacings on sealing Aggre

48、gates: as in Annex F of the TL Gestein-StB1)for hot-mix asphalt thin surfacings on sealing. Binders: paving grade or polymer modified bitumen. 2.1.5 Surfacing dressing Aggregates: as in Annex F of the TL Gestein-StB1)for surface dressing. Binders: bitumen emulsion, polymer modified bitumen emulsion. 2.2 Testing 2.2.1 Verification of suitability Before the start of work, the contractor shall ascertain, by means of suitability testing, that the materials and mixes to be used are suitable for the particular application and,