BSI PD CEN/TR 16949:2016
$198.66
Road restraint system. Pedestrian restraint system. Pedestrian parapets
| Published By | Publication Date | Number of Pages |
| BSI | 2016 | 54 |
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:
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vehicle restraint systems;
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pedestrian restraint systems in residential, commercial or industrial buildings and within their perimeter;
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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 |
|---|---|
| 4 | Contents Page |
| 9 | 1 Scope 2 Normative references 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions |
| 12 | 3.2 Symbols and abbreviations 3.2.1 Latin upper case letters |
| 13 | 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 |
| 14 | 4.2.2 Optional facilities |
| 15 | 4.3 Geometrical requirements 4.3.1 Height of manufactured product 4.3.2 Spaces and voids |
| 17 | 4.4 Design requirements 4.4.1 General |
| 18 | 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 |
| 19 | 4.4.3.3 Concentrated horizontal traffic point load 4.4.3.4 Vertical uniformly distributed traffic loads |
| 20 | 4.4.3.5 Concentrated vertical point traffic load 4.4.4 Load(s) on infill |
| 21 | 4.4.5 Wind actions |
| 22 | 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 |
| 23 | 4.5.3 Serviceability limit state 4.6 Durability |
| 24 | 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 |
| 25 | 5.3.2 Dynamic energy load tests 5.3.2.1 Location and execution 5.3.2.2 Acceptance criteria |
| 26 | 6 Manufacturing assembly and tolerances 6.1 Storage, handling and transportation 6.2 Instructions for assembly |
| 27 | 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 |
| 28 | 8.2 Information to be made available by the manufacturer |
| 30 | 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 |
| 31 | A.3.2 Permanent action, traffic and wind A.3.2.1 General approach A.3.2.2 Simplified envelope approach |
| 32 | 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 |
| 33 | A.4.2 Traffic and wind A.4.3 Traffic and wind frequent combination |
| 34 | 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 |
| 35 | B.5.2.2 Hard body B.5.2.3 Small hard body |
| 36 | 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 |
| 39 | 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 |
| 40 | 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 |
| 41 | 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 |
| 42 | 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 |
| 43 | C.8.5 Interpretation of test results C.8.6 Test report |
| 44 | Annex D (informative)Test report |
| 45 | Annex E (informative)Diagrams of constituent parts of a pedestrian parapet |
| 47 | Annex F (informative)Testing under the factory production control |
| 48 | Annex G (informative)Method for ensuring a smooth finish G.1 Introduction G.2 Equipment details G.3 Test procedure |
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BSI PD CEN/TR 16949:2016 – TC:2020 Edition
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