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2018-05-29 SM - Attachment 4 (Part 1) to Item 2 - LGIP
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15.4.2 Transport network
The Desired Standards of Service (DSS) for the Transport network is for trunk
infrastructure generally considered to:
• align within (or adjacent to) trunk road corridors;
• provides main through linkage connections and/or to specific high use
destinations and facilities.
(a) Road Infrastructure
QUANTITATIVE STANDARDS (primarily about the capacity of the network)
ITEM TYPE OF ROAD DESIRABLE STANDARD
Gravel road Up to 1,000 vehicles per day (Non-Urban areas)
Two-way two-lane • 16,000-20,000 vehicles per day (Urban areas)
road • 1,000-5,000 vehicles per day (Non-Urban areas)
Four lane divided road 35,000-40,000 vehicles per day
• Degree of saturation of 0.70
• Intersecting flows of 16,000 vehicles per day and 4,000 vehicles per
Unsignalised
day (Urban areas)
Road Standard T-junction
• Intersecting flows of 1,000 vehicles per day and 250 vehicles per
Design Guidelines day (Non-Urban areas)
• Degree of saturation of 0.70
Single lane
• Intersecting flows of 16,000 vehicles per day and 8,000 vehicles per
roundabout
day
• Degree of saturation of 0.70
Two-lane roundabout • Intersecting flows of 35,000 vehicles per day and 16,000 vehicles
per day
All roads Include provisions for on-road cyclists
QUALITATIVE STANDARDS (primarily about the performance of the network)
ITEM ROAD NETWORK SPECIFICATION OBJECTIVES & STANDARDS
• Maintaining low stress levels in the use of the road system;
• Avoidance of significant traffic delays;
Desired Network
• Excluding the use of traffic signals;
Characteristics to
reflect the Shire’s All • Maintenance of a predominantly two-way two-lane road network;
Character & • Encourage a modal shift from reliance of private motor vehicle
Lifestyle usage to public & other modes of transport in accordance with
The Noosa Community Transport Strategy & Noosa Integrated
Local Transport Plan
• C to D - good conditions outside peak holiday periods with only
short delays at major intersections; and
Desired Standard
In Urban areas • D to E - moderate congestion during peak holiday periods, with
of Service 1
congestion severe enough to discourage private transport
(during weekday
increasing use of public transport trip making.
peak periods)
• B to C - good conditions in all periods with only short delays at
In Non-Urban areas
major intersections
• Pavements designed with a design life of 20 years and the
anticipated number of equivalent standard axles over its design
life.
• All work to comply with Department of Transport and Main Roads
Construction
All – Standard Specifications Roads –
Design Standards
http://www.tmr.qld.gov.au/business-industry/Technical-
standards-publications/Specifications.aspx.
• Austroads & Standards Australia- Guide to Traffic Engineering
Practice - Complete Series.
Network considerations to include suitability for all forms of road
users as detailed in Noosa Integrated Local Transport Plan
including:
Safety All
• motor vehicles (private & public);
• on-road cyclists;
• road crossings by pedestrians
1 In this instance the standard of service is taken to mean the level of service as defined in Austroads
2009 Guide to Traffic Management Part 3: Traffic Studies and Analysis
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