Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Requirements
4.1 Material requirements
4.2 Production requirements
4.2.1 General
4.2.3.2 Application of prestressing
4.3 Finished product requirements
4.3.1 Geometrical properties
4.3.2 Surface characteristics
4.3.3 Mechanical resistance
4.3.4 Resistance and reaction to fire
4.3.5 Acoustic properties
4.3.6 Thermal properties
4.3.7 Durability
4.3.8 Other requirements
5 Test methods
5.1 Tests on concrete
5.2 Measuring of dimensions and surface characteristics
5.2.1 General
5.2.2 Beams
5.2.3 Other elements
5.3 Weight of the products
6 Evaluation of conformity
7 Marking and labelling
8 Technical documentation
Annex A (informative) Typology
A.1 Scope
A.2 Decks with precast beams as main structural elements
A.3 Solid slabs
A.4 Segmental decks
A.5 Precast arches or vaults
Annex B (informative) Decks formed by beams and slabs
B.1 Scope
B.2 Dimensions in the bearing zone
B.3 Transfer of prestressing
B.4 Anchorage of the main reinforcement at supports
B.5 Change of the restraint conditions after the
application of loads
B.6 Skewed ends
B.7 Deck layout
Annex C (informative) Use of plates in bridges
C.1 General
C.2 Connecting reinforcement
C.3 Connection to beams
C.4 Connection between adjacent floor plates
Annex D (informative) Continuity of bridge decks
D.1 Scope
D.2 Continuity of bridge decks
D.3 Hogging moments at supports
D.4 Long term sagging moments at supports
Annex E (informative) Infilled beams
E.1 General
E.2 Infilled beams with a thin topping
E.3 Infilled beams with a thick topping
Annex F (informative) Precast beams without topping
F.1 Scope
F.2 Transverse prestressing by post-tensioning
F.3 Reinforced joints
Annex G (informative) Precast segmental decks
G.1 General
G.1.1 Description
G.1.2 Joints
G.1.3 Keys
G.1.4 Post-tensioning
G.2 Design
G.2.1 Assembly stage
G.2.2 Final situation
G.2.3 Checking of joints
G.2.4 Local transverse bending
G.2.5 Discontinuity regions
G.3 Production
G.4 Building assembly
G.4.1 Segment positioning
G.4.2 Segment sealing
G.4.3 Post-tensioning
G.4.4 Closing segment
Annex H (informative) Ambient conditions for bridge elements
Annex J (normative) Finished product inspection
Annex Y (informative) Choice of CE marking method
Y.1 General
Y.2 Method 1
Y.3 Method 2
Y.4 Method 3
Annex ZA (informative) Clauses of this European Standard
addressing the provisions of the EU Construction
Products Directive
ZA.1 Scope and relevant characteristics
ZA.2 Procedure for attestation of conformity of precast
concrete bridge elements
ZA.2.1 System of attestation of conformity
ZA.2.2 EC Certificate and Declaration of conformity
ZA.3 CE marking and labelling
ZA.3.1 General
ZA.3.2 Declaration of geometrical data and material
properties
ZA.3.3 Declaration of product properties
ZA.3.4 Declaration of compliance with a given design
specification
Bibliography