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 ,
2、 1 0 7 7 2 B e r l i n , G e r m a n y ,h a s t h e e x c l u s i v e r i g h t o f s a l e f o r G e r m a n S t a n d a r d s ( D I N - N o r m e n ) .I C S 9 1 . 0 1 0 . 2 0 ; 9 3 . 0 8 0 . 9 9!%so“2568076www.din.deD I N 1 8 3 2 9G e r m a n c o n s t r u c t i o n c o n t r a c t p r o c e d u r
3、 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 ) M a n a g e m e n t o f r o a d s a f e t y m e a s u r e s a t r o a d w o r k 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 2 9 : 2 0 1 6 - 0 9V O
4、 B V e r g a b e - u n d V e r t r a g s o r d n u n g f r B a u l e i s t u n g e n T e i l C : A l l g e m e i n e T e c h n i s c h e V e r t r a g s b e d i n g u n g e n f r B a u l e i s t u n g e n ( A T V ) Verkehrssicherungsarbeiten,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 2
5、9 : 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 d e b t i m e n t ( A T V ) O r g a n i s a t i o n d e s m e s u r e
6、 s v i s e s a s s u r e r l a s c u r i t a u x c h a n t i e r s r o u t i e r s ,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 2 9 : 2 0 1 6 - 0 9www.beuth.deD o c u m e n t c o m p r i s e s 1 5 p a g e sDT 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
7、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 .04.17 DIN 18329:2016-09 2 A comma is used as the decimal marker. Foreword This document has been prepared by the Deutscher Vergabe- und Vertragsausschuss fr Bauleistungen (DVA) (Ger
8、man Committee for Construction Contract Procedures). Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edit
9、ion of the referenced document (including any amendments) applies. DIN 1451-2, Typefaces Lineal linear-antiqua Lettering for transportation DIN 1960, German construction contract procedures (VOB) Part A: General provisions relating to the award of construction contracts DIN 1961, German construction
10、 contract procedures (VOB) Part B: General conditions of contract relating to the execution of construction work DIN 6171-1, Surface colours for traffic signs and traffic installations Part 1: Chromaticity regions under daylight DIN 18299, German construction contract procedures (VOB) Part C: Genera
11、l technical specifications in construction contracts (ATV) General rules applying to all types of construction work DIN 18303, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Timbering to trenchwork DIN 18451, German construction
12、 contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Scaffolding work DIN 32981, Tactile and acoustic devices for blind and partially sighted persons on traffic signals Requirements DIN 67520, Retro-reflecting materials for traffic safety Photometric mi
13、nimum requirements for retro-reflective sheetings DIN EN 1317-1, Road restraint systems Part 1: Terminology and general criteria for test methods DIN EN 1317-2, Road restraint systems Part 2: Performance classes, impact test acceptance criteria and test methods for safety barriers including vehicle
14、parapets DIN EN 1423, Road marking materials Drop-on materials Glass beads, antiskid aggregates and mixtures of the two DIN EN 1424, Road marking materials Premix glass beads DIN EN 1436, Road marking materials Road marking performance for road users and test methods DIN EN 1463-1, Road marking mate
15、rials Retroreflecting road studs Part 1: Initial performance requirements DIN 18329:2016-09 3 DIN EN 1463-2, Road marking materials Retroreflecting road studs Part 2: Road test performance specifications DIN EN 1790, Road marking materials Preformed road markings DIN EN 1871, Road marking materials
16、Physical properties DIN EN 12352, Traffic control equipment Warning and safety light devices DIN EN 12368, Traffic control equipment Signal heads DIN EN 12675, Traffic signal controllers Functional safety requirements DIN EN 12767, Passive safety of support structures for road equipment Requirements
17、, classification and test methods DIN EN 12899 (all parts), Fixed, vertical road traffic signs DIN EN 12966, Road vertical signs Variable message traffic signs DIN EN 13201-1, Road lighting Part 1: Selection of lighting classes DIN EN 13422, Vertical road signs Portable deformable warning devices an
18、d delineators Portable road traffic signs Cones and cylinders DIN EN 50293 (VDE 0832-200), Road traffic signal systems Electromagnetic compatibility DIN EN 50556 (VDE 0832-100), Road traffic signal systems RSA-95, Richtlinien fr die Sicherung von Arbeitsstellen an Straen (Guidelines for securing wor
19、k sites on roads)*)TL-Transportable Lichtsignalanlagen 97, Technische Lieferbedingungen fr transportable Lichtsignalanlagen (Technical delivery conditions for portable traffic signal systems)*)*)Publisher: Federal Ministry of Transport and Digital Infrastructure (BMVI). Obtainable from: FGSV Verlag
20、GmbH, Verlag der Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (Publishing house of the German Road and Transportation Research Association), Wesselinger Strae 17, 50999 Kln; www.fgsv-verlag.de. DIN 18329:2016-09 4 Contents Page 0 Details required for drafting the specification of works
21、. 4 1 Scope 9 2 Materials and components . 9 3 Execution of work 10 4 Associated tasks and special tasks 13 5 Settlement of accounts 15 0 Details required for drafting the specification of works The following information supplements the general information specified in DIN 18299, clause 0. Without t
22、his information, a specification of works as required in 7 ff., 7 EU ff. or 7 VS ff. of VOB/A (DIN 1960) cannot 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 Si
23、te information 0.1.1 Conditions on site, particularly utilization of traffic areas, classification of roads, obstacles blocking views and other restrictions. 0.1.2 Type and condition of surfaces on which the road safety measures are set up, and any special properties, such as paved areas, porous asp
24、halt, sludge on concrete surfaces. 0.1.3 Type, location, dimensions and condition of existing markings. 0.1.4 Information on average daily traffic (ADT) and proportion of heavy vehicles. 0.1.5 Spatial conditions, particularly heights and widths, required residual widths and heights, and installation
25、 surfaces. 0.1.6 Information on vehicular and pedestrian residential access (public and private). DIN 18329:2016-09 5 0.2 Details of execution of work 0.2.1 Naming of the authorities responsible for the temporary traffic regulation notice. 0.2.2 Specifications and restrictions relating to road safet
26、y measures resulting from advance coordination between the client and the issuing authority. 0.2.3 Specifications and restrictions resulting from advance coordination between the client and other transport operators, e.g. public transport, waterway, rail and air traffic, other public services, e.g.
27、the police, fire service, rescue services, refuse collection services and neighbours. 0.2.4 Conditions arising from the locality, e.g. tracks, overhead power lines, tunnels and bridges, and specifications resulting from advance coordination between the client and other agents involved. 0.2.5 Type, l
28、ocation and extent of safety measures for the erection, moving to another position, maintenance, operation and removal of road safety equipment. 0.2.6 Work involved and time required for permissions, tests, findings, documentation and acceptance procedures. 0.2.7 Type and extent of work involved in
29、applications for the temporary traffic regulation notice, e.g. traffic sign layout plans. 0.2.8 Number, types, location and dimensions of road safety equipment. 0.2.9 Number of times the road safety equipment is to move position, and the way in which this is to be perfomed. 0.2.10 Period of executio
30、n of work involved in the erection, moving to another position, provision, maintenance, operation and removal of road safety equipment. 0.2.11 Restrictions regarding the time available for the erection, moving to another position and removal of road safety equipment, e.g. for major events. 0.2.12 An
31、y separate work to be carried out (e.g. advance notification, mobile congestion warning signs, waiting restrictions) prior or subsequent to the main work. 0.2.13 Type and extent of securing traffic signs that are required to be erected in traffic areas. 0.2.14 Type and extent of marking of installat
32、ions that directly project into the traffic area or that directly border onto it (e.g. site fencing, pedestrian walkways). 0.2.15 Type and extent of pretreatment of roadway pavement, e.g. high pressure jetting. 0.2.16 Any exceptional mechanical and chemical conditions to which materials and componen
33、ts will be exposed after erection (e.g. wind loads). 0.2.17 Type and extent of documentation, e.g. of measures to preserve evidence. DIN 18329:2016-09 6 0.2.18 Type and extent of mobile congestion warning and variable message traffic signs. 0.2.19 Type and extent of work involved in covering over, r
34、emoving or deactivating road safety equipment. 0.2.20 Requirements to be met by the road safety equipment, e.g. reflectance classes of the retro-reflecting sheeting, traffic classes, enhanced night visibility when roads are wet. 0.2.21 Types, location, number and dimensions of temporary markings. 0.
35、2.22 Type, number and size of marking removal work. 0.2.23 Number, type and location of mobile safety barriers. 0.2.24 Number, type and location of warning lights, sequential direction light. 0.2.25 Minimum requirements on the weight of the vehicle in front of portable barrier signs, e.g. permitted
36、or actual laden weight. 0.2.26 Requirements for portable traffic signals, e.g. site plan, vehicle traffic volumes, traffic flow curves, pedestrian traffic patterns, traffic lane separation, trouble call management, remote maintenance, operating times. 0.2.27 Any special requirements for the location
37、 of the equipment on which to erect portable traffic signals, e.g. remaining widths of footways and cycle tracks. 0.2.28 Special local requirements relating to portable traffic signals, e.g. public transport, coordinating with other junctions, information on existing traffic signals. 0.2.29 Time req
38、uired to examine the sequential calculations for portable traffic signals. 0.2.30 Type and scope of special facilities enabling disabled access, e.g. special signals and tactile guidance systems. 0.2.31 Number and type (A, B, C or D)1)of portable light signals, including the type of synchronization
39、(quartz oscillators, radiocommunication, cable). 0.2.32 Type and extent of programming of the signalling schedules. 0.2.33 Electricity supply of the portable traffic signals, e.g. distance to electricity connection point, rechargeable supply, distribution network, line runs, line surges, local condi
40、tions. 1)TL-Transportable Lichtsignalanlagen 97. Publisher: Federal Ministry of Transport and Digital Infrastructure (BMVI). Obtainable from: FGSV Verlag GmbH, Verlag der Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (Publishing house of the German Road and Transportation Research Associ
41、ation), Wesselinger Strae 17, 50999 Kln; www.fgsv-verlag.de. DIN 18329:2016-09 7 0.2.34 Number, type, location, dimensions and photometric parameters of lighting systems, e.g. at footbridges, transitions between stretches of road with differing lighting intensity. 0.2.35 Number, type, location and d
42、imensions of guiding elements and of frames around arches, etc. designating vehicle clearance restrictions instead of and/or in addition to markings. 0.2.36 Number, type, location and dimensions of portable (temporary) concrete or steel safety barriers, in particular their containment level, working
43、 width and severity index according to DIN EN 1317-2. 0.2.37 Requirements for portable (temporary) concrete or steel safety barriers to prevent the surface on which they stand from being subjected to overly great pressure, e.g. permissible soil pressure. 0.2.38 Number, type and location of special e
44、lements of portable (temporary) concrete or steel safety barriers, e.g. initial and final elements, control joints, bridge expansion joints. 0.2.39 Types, location, number and dimensions of any structure gauge frames and vertical clearance restrictions. 0.2.40 Types, location, number and dimensions
45、of ditch ramps for pedestrians. 0.2.41 Number, type and extent of checks, e.g. on-site or remote checks, visual checks, function checks, intervalling, time according to the clock, documentation. 0.2.42 Type and extent of routine cleaning of road safety equipment. 0.2.43 Type and extent of cleaning m
46、ade necessary by special circumstances (e.g. after gritting). 0.3 Details not included in the specifications of this 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 wo
47、rks. 0.3.2 Such specifications may be of particular relevance in: subclause 3.2.2, if this work is not to be done by the contractor. 0.4 Details of associated tasks and special tasks The following associated tasks are especially likely to require separate itemization in accordance with subclause 0.4
48、.1 of DIN 18299: premarking, if this is to be put out to tender separately (see subclause 4.1.4). initial programming of the signalling schedule when installing portable traffic signals (see subclause 4.1.5). 0.5 Accounting of works In the specification of works, accounting of works shall be based on the following: DIN 18329:2016-09 8 0.5.1 Area (m2), accounted for separately according to type of construction, dimensions and construction phase: large-format signs, temporary markings and ditch ramps for pedestrians. 0.5.2 Length (m), accounted for se
