Austroads
Guide to
Road Design
Dr Owen Arndt
Overview
The Guide to Road Design Series:
Is a set of comprehensive guides to promote safe, economical and efficient road designs
Covers most aspects of road design, including
– Geometric elements
– Drainage
– Roadside features
Is intended to replace guides from individual jurisdictions
– Promote standard practice
– Avoid duplication
– Companion documents may be developed to cover specific local design situations
Is closely related to the Guide to Traffic Management Series
– Needs to be considered in conjunction with all of the other Austroads guides
Guide to Road Design – structure
Part 1 Introduction to Road Design (23 pages)
Part 2 Design Considerations (38 pages)
Part 3 Geometric Design (298 pages)
Part 4 Intersections and Crossings – general (144 pages)
Part 4A – Unsignalised and Signalised Intersections (235 pages) Part 4B – Roundabouts (102 pages) Part 4C – Interchanges (110 pages)
Part 5 Drainage Design (210 pages)
Part 6 Roadside Design, Safety and Barriers (284 pages)
Part 6A – Pedestrian and Cyclist Paths (113 pages) Part 6B – Roadside Environment (102 pages)
Part 7 Geotechnical Investigation and Design (81 pages)
Part 8 Process and Documentation (72 pages)
Organisations Represented
State road authorities (6 members) Territory road authorities (2 members) New Zealand Transport Agency
Assocation of Consulting Engineers, Australia Australian Bicycle Council
Australian Local Government Association
ARRB
Organisations represented here will be the users of the guide
(potentially anyone undertaking road design in Australia and New Zealand)
Development of the Guide
Source material
Existing Austroads guides where the material is still up to date and relevant, including
– Urban & Rural Road Design Guides
– Guide to the Hydraulic Design of Bridges, Culverts & Floodways
– Several of the Guides to Traffic Engineering Practice eg Parts 5, 6, 13 & 14
State road authority documents, where material is more up to date Other documents
– eg Storm Drainage Design in Small Urban Catchments Some new material developed
Authors
ARRB
Particular state road authority members Consultants
Process
Author / revise draft document
Panel members review and provide comments
Major comments are discussed at panel meeting
Document sufficiently complete No Yes
Seek endorsement
Format of the Guide
Body contains the bulk of the design criteria
Appendices contain additional design criteria & examples Commentaries contain supporting material / background
information
Material in one place only ie not duplicated between parts or between other series
Format of the Guide
For Parts 3 and 4 (the bulk of the geometric design criteria)
Values / criteria suitable for new roads (greenfield projects) placed in body
– Normal Design Domain
Values / criteria generally only suitable on existing roads (brownfield projects), where technically justified, placed in Appendix A
– Extended Design Domain
No guidance provided for the design of existing roads
(brownfield projects) where Extended Design Domain criteria cannot be achieved
– Design Departures / Exceptions
What’s new
Part 3 - New criteria for minimum size sag vertical curves, adapted from VicRoads
• Use of ‘K’ values exclusively through the guides
What’s new
Part 3 - New criteria for application of superelevation
What’s new
Parts 3 & 4 - Improved guidance on public
transport facilities, from
• VicRoads
What’s new
Parts 3 & 4 - Updated sight distance models based on work from Qld DT&MR
• New ‘constant’ deceleration rates
• New vertical height constants
• More emphasis on designing for trucks
• Additional guidance for sighting over and around roadside
What’s new
Parts 3, 4 and 6 - Additional criteria for on-road and off- road cycle facilities, based on RTA and VicRoads work
What’s new
Part 4B - Additional methods to
provide for cyclists through roundabouts eg physical separation through use of concrete splitter islands, based on RTA work Concrete splitter island
What’s new
Desired driver speed on the fastest leg prior to the roundabout (km/h) Minimum central island radius of a single-lane roundabout (m) Minimum central island radius of a two-lane roundabout (m) Speed reduction treatments required prior to the entry curve aAbsolute Desirable Absolute Desirable
≤40 b 5 d 10 8 12 No 50 b 8 11 8 12 No 60 c 10 12 14 16 No 70 c 12 18 18 20 No 80 c 14 22 20 24 Desirably ≥ 90 c 14 22 20 24 Yes
Part 4B - Guide for selecting the minimum central island radius for a circular roundabout, based on Qld DT&MR research
What’s new
Part 4B - New criteria for speed control at roundabouts – entry path curvature, based on Qld DT&MR
What’s new
Part 5 - new material on the design of pollution treatments
What’s new
0 0.4 0.8 Proport ion of er rant ve hicles th at w il l re ach haz a rd (P i)Distance of hazard from edge of travelled way (m) 20 15 10 0 25 0.2 0.6 0.7 0.5 0.3 0.1 5 0.9 1.0 30 Un-divided roads Divided roads
Part 6 - New material on warrants and location of roadside safety barriers, based on research and testing by RTA
What’s new
Part 6B - New material on
environmental aspects of road design eg fauna sensitive road design, noise control
What’s new
Part 7 - Guidance for road designers on geotechnical issues
Part 8 - Guidance for
road designers on design processes and documentation Client Framework of Suppliers Sub- contractors Contractor B Designer Contractor A* ECI Agreement D&C
Promotion of the new guide
Each local jurisdiction to produce a strategy for transitioning to the new guides. Road designers will be advised through
– Departmental policy and correspondence
Location of material in hard copy and on local websites
– Promotion at local forums and workshops Provision of training courses by ARRB
Thanks
Thanks to
– All road design review panel members
– Authors, including
Gary Veith (ARRB)
David Barton (VicRoads) Bernard Hammonds (RTA) Rob Grove (WA MRD)
Owen Arndt (Qld DTMR)
– Project managers, including Michael Tziotis (ARRB) David Barton (VicRoads) Noel O’Callaghan (SA DTEI) Rob Grove (WA MRD)
Graeme Nichols (Tas DIER)