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BSI PD CEN/TR 16949:2016 – TC:2020 Edition

$258.95

Tracked Changes. Road restraint system. Pedestrian restraint system. Pedestrian parapets

Published By Publication Date Number of Pages
BSI 2020 112
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This Technical Report specifies geometrical and technical requirements for the design and manufacture for pedestrian parapets on road bridges, on footbridges, on top of retaining walls and on similar elevated structures. This Technical Report also specifies test methods and provision for the labelling and marking of these products. This Technical Report does not cover: — vehicle restraint systems; — pedestrian restraint systems in residential, commercial or industrial buildings and within their perimeter; — non-rigid rails i.e. rope, cables. This Technical Report may be used for pedestrian parapets on structures which cross over railways, rivers and canals.

PDF Catalog

PDF Pages PDF Title
62 Contents Page
67 1 Scope
2 Normative references
3 Terms, definitions, symbols and abbreviations
3.1 Terms and definitions
70 3.2 Symbols and abbreviations
3.2.1 Latin upper case letters
71 3.2.2 Latin lower case letters
3.2.3 Greek lower case letters
4 Requirements
4.1 General
4.2 Construction
4.2.1 Assembly
72 4.2.2 Optional facilities
73 4.3 Geometrical requirements
4.3.1 Height of manufactured product
4.3.2 Spaces and voids
75 4.4 Design requirements
4.4.1 General
76 4.4.2 Connections to the main structure
4.4.3 Traffic loads
4.4.3.1 General
4.4.3.2 Horizontal uniformly distributed traffic loads
77 4.4.3.3 Concentrated horizontal traffic point load
4.4.3.4 Vertical uniformly distributed traffic loads
78 4.4.3.5 Concentrated vertical point traffic load
4.4.4 Load(s) on infill
79 4.4.5 Wind actions
80 4.4.6 Snow load(s)
4.4.7 Accidental action(s)
4.5 Structural safety and serviceability
4.5.1 General
4.5.2 Ultimate limit state
81 4.5.3 Serviceability limit state
4.6 Durability
82 5 Performance verification methods
5.1 General
5.2 Verification by combination of calculations and acceptance criteria
5.3 Verification by testing and acceptance criteria
5.3.1 Static load tests
5.3.1.1 Location and execution
5.3.1.2 Acceptance criteria
83 5.3.2 Dynamic energy load tests
5.3.2.1 Location and execution
5.3.2.2 Acceptance criteria
84 6 Manufacturing assembly and tolerances
6.1 Storage, handling and transportation
6.2 Instructions for assembly
85 6.3 Installation of pedestrian parapet
6.4 Tolerances
7 Characteristic aspects of pedestrian parapets
7.1 Safety in use for pedestrians and other highway users (excluding motor vehicles)
7.2 Safety considerations of pedestrians using road bridges and footbridges and similar structures
7.3 Analysis and test methods
7.4 Durability
8 Labelling and marking
8.1 Identification of pedestrian parapets
86 8.2 Information to be made available by the manufacturer
88 Annex A (informative)Partial factors (γ), action combinations and combination factors (ψ)
A.1 Introduction
A.2 Partial factors for actions
A.3 Combinations of actions for ULS
A.3.1 General
89 A.3.2 Permanent action, traffic and wind
A.3.2.1 General approach
A.3.2.2 Simplified envelope approach
90 A.3.3 Permanent action and snow
A.3.4 Loads on infill
A.3.5 Accidental situation, permanent actions, horizontal traffic, loads and accidental action
A.4 Combinations of actions for SLS
A.4.1 General
91 A.4.2 Traffic and wind
A.4.3 Traffic and wind frequent combination
92 Annex B (informative)Dynamic impact tests
B.1 Introduction
B.2 Scope
B.3 Normative references
B.4 Terms and definitions
B.5 Test methods
B.5.1 Principles
B.5.2 Apparatus and materials
B.5.2.1 Soft body
93 B.5.2.2 Hard body
B.5.2.3 Small hard body
94 B.5.3 Preparation of test specimens
B.5.3.1 Dimensions
B.5.3.2 Control of samples
B.5.3.3 Installation of samples on the test frame
97 B.5.4 Test procedures
B.5.4.1 Testing conditions
B.5.4.2 Test procedures for soft body
B.5.4.3 Test procedures for hard body
B.6 Expression of results
B.7 Test report
98 Annex C (informative)Static tests
C.1 Introduction
C.2 Technical description for testing
C.3 Test specimens
C.4 Position of the test specimen
C.5 Loading
C.5.1 General
C.5.2 Determination of the test loads FT
99 C.6 Static test at serviceability level
C.6.1 Test procedure
C.6.2 Acceptance criteria
C.7 Static test at ultimate state level
C.7.1 Test procedure
100 C.7.2 Acceptance criteria
C.8 Test requirements
C.8.1 Number of tests
C.8.2 Load application
C.8.3 Test rig frame
C.8.4 Test records
101 C.8.5 Interpretation of test results
C.8.6 Test report
102 Annex D (informative)Test report
103 Annex E (informative)Diagrams of constituent parts of a pedestrian parapet
105 Annex F (informative)Testing under the factory production control
106 Annex G (informative)Method for ensuring a smooth finish
G.1 Introduction
G.2 Equipment details
G.3 Test procedure
BSI PD CEN/TR 16949:2016 - TC
$258.95