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Annual registration statistics

This rule sets requirements for the safe transport of dangerous goods on land in New Zealand. About the ruleThe rule is available in consolidated format (ie, a full, up-to-date, version of the rule including all its amendments) or as the original, unamended rule with separate amendment rules. Choose the option that best suits your needs from the list below. To access the consolidated version of the rule (available only in PDF format), click on ‘Consolidation’ below. The electronic versions of legislation on this website, and any legislation printed from the website:

have no official status
are made available for information only and should not be relied on as the authoritative text. About the questions and answersQuestions and answers are provided to accompany a new rule or amendment rule when it is signed.

A series of Powerpoint slides contributed from across the NZ Transport Agency describing examples of value for money.

This factsheet summarises rules for volunteer drivers of a passenger service and the type of passenger services that are exempt from holding a passenger service licence. Check this information in our commercial driving section

This report is Section I of four 'stand alone' documents that can be used by road controlling authorities, maintenance engineers, and industrial painting contractors when carrying out removal or maintenance of lead-based paints on steel roading structures, to comply with their statutory obligations and minimise effects on the environment and risks to workers and public health. Section I contains the results of a survey of local and regional authorities to determine their requirements when issuing a consent for this work. The number of roading structures in New Zealand that are coated with lead-based paint are quantified. Report series

Section I - Results of surveys (report on this page)
Section II - Code of conduct
Section III - Guidelines
Section IV - Model specification
Keywords: lead paint removal, risk assessment, maintenance painting, bridges

This study was an investigation to see whether the process of cycle audit and cycle review developed by the Institution of Highways and Transportation in the United Kingdom should be introduced in New Zealand. The researchers interviewed traffic engineers and planners, road safety coordinators and cycle officers in nine local authorities, as well as cycle advocates, regional authority staff and Transit New Zealand staff. The results include: information on the safety audit processes currently used, how cyclists are considered in the design process, whether cycling is encouraged, whether cyclist safety is provided for, and whether road controlling authorities would be likely to use the process of cycle audit and cycle review. Information on how the process is being used in Britain is included. The study identifies the gaps in providing for cycling in the current design processes and makes recommendations for improvements.

This report is Section II of four 'stand alone' documents that can be used by road controlling authorities, maintenance engineers, and industrial painting contractors when carrying out removal or maintenance of lead-based paints on steel roading structures, to comply with their statutory obligations and minimise effects on the environment and risks to workers and public health. Report series

Section I - Results of surveys
Section II - Code of conduct (report on this page)
Section III - Guidelines
Section IV - Model specification
Keywords: lead paint removal, risk assessment, maintenance painting, bridges

Melter slag is a major by-product of the steel manufacturing process, and its potential for use as an aggregate in open-graded emulsion mixes (OGEMs), is the topic of this report. Crushed melter slag was first tested in 1991 for use in constructing access roads within a steel mill complex in New Zealand. Its performance was later trialled on a state highway intersection for about 4 years (1994–1997). The report details the results of the monitoring and evaluates its use as aggregate. Keywords: aggregate, bitumen, emulsion, melter slag, New Zealand, OGEM, overlay, pavement, roads, trials

Criteria for selecting riprap to protect bridge abutments against scour were investigated. Experiments were conducted with a spill-through abutment under both clear-water and live bed conditions in a laboratory flume. The riprap size and apron size and extent were varied. The data were compiled graphically, with dimensionless variables representing riprap size and apron extent on the axes. A useful relationship was found, with a clear zone of partial failure. Keywords: bridge scour, riprap, protection, hydraulic modelling, abutment, live bed, mobile bed, riprap apron

The effects of frost and ice on the skid resistance of a range of road surface types used in New Zealand were examined in a laboratory-based study, carried out in 2001-02. Frost and ice were formed on samples in controlled climate test rooms. In addition the same range of road samples was exposed to natural frost. Road surface types tested included dense and open-graded asphalts, and both fine and coarse textured chipseals. Comparisons were made with actual roads in frost conditions. Fine textured road surfaces were found to be very vulnerable to loss of skid resistance in frost and ice conditions. Coarse textured surfaces appeared to retain more of their skid resistance in frost and ice although the increase in skid resistance is small. The implications for road management are examined.