PD 6634-3:1999
Current
The latest, up-to-date edition.
Vehicle restraint systems Development of vehicle highway barriers in the United Kingdom
Hardcopy , PDF
English
10-15-1999
Committees responsible
Foreword
Introduction
1 Scope
2 Post and rail barriers
2.1 Post strength
2.2 Elastic and plastic deformation
2.3 Plastic bending of Z-section safety barrier posts
2.4 Intermediate barrier post footings requirements
2.5 Safety barrier ground and full height anchors
3 Development of UK post and rail safety barriers
3.1 General
3.2 The blocked out beam barrier (BOB) and the untensioned
corrugated beam barrier (UCB)
3.3 The wire rope safety fence (WRSF)
3.4 The tensioned corrugated beam barrier (TCB)
3.5 The tensioned rectangular hollow section barrier (RHS)
3.6 The open box beam safety barrier (OBB)
4 Concrete safety barriers
4.1 General
4.2 The British concrete barrier (BCB)
4.3 The near vertical concrete barrier (VCB)
4.4 The temporary BCB (TBCB) and temporary VCB (TVCB)
4.5 The higher vertical concrete barrier (HVCB)
4.6 Temporary higher vertical concrete barrier (THVCB)
Bibliography
Deals with the development of vehicle highway safety barriers in the United Kingdom. The term "safety barrier" includes those barriers installed using discrete post footings (post and rail types) as well as those on continuous ground footings (concrete or soil). Designs are concerned with the containment of vehicles ranging in mass from about 825kg to 38000kg. Controlled tests are specified for private car impacts at speeds up to 110km/h (70 mile/h) and commercial vehicle impacts at speeds up to 80km/h (50 mile/h).
Committee |
B/509/1
|
DevelopmentNote |
Reviewed and confirmed by BSI, October 2005. (09/2005) Inactive for the new design. (12/2010)
|
DocumentType |
Standard
|
Pages |
42
|
PublisherName |
British Standards Institution
|
Status |
Current
|
This part of PD 6634 describes the development of vehicle highway safety barriers in the United Kingdom. The term “safety barrier?? includes those barriers installed on highways using discrete post footings (post and rail types) as well as those on continuous ground footings (concrete or soil). Barrier designs are described for the containment of vehicles ranging in mass from about 825 kg to 38 000 kg. Controlled tests are described for private car impacts at speeds up to 110 km/h (70 mile/h) and commercial vehicle impacts at speeds up to 80 km/h (50 mile/h).
PD 6634-5:1999 | Vehicle restraint systems Development of barrier transitions and terminals |
PD 6634-4:1999 | Vehicle restraint systems Development of bridge parapets in the United Kingdom |
BS 6579-1:1985 | Safety fences and barriers for highways Specification for components for tensioned corrugated beam safety fence on Z posts |
BS 7669-3:1994 | Vehicle restraint systems Guide to the installation, inspection and repair of safety fences |
PD 6634-2:1999 | Vehicle restraint systems Fundamentals of highway restraint systems |
EN 1317-1:2010 | Road restraint systems - Part 1: Terminology and general criteria for test methods |
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