Impact test of compact vehicle with modified side structure, 35 mph, 90 degree impact, Torino-to-Volare, test no. 4. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Impact test of compact vehicle with modified side structure, 35 mph, 60 degree impact, Torino-to-Volare, test no. 5. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Impact test of compact vehicle with modified side structure, 35 mph, 60 degree impact, Impala-to-Volare, test no. 10. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Impact test of compact vehicle with modified side structure, 35 mph, 90 degree impact, Impala-to-Volare, test no. 11. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Impact test of compact vehicle with modified side structure, 35 mph, 60 degree impact, Torino-to-Volare, test no. 6. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Impact test of compact vehicle with modified side structure, 35 mph, 60 degree impact, Torino-to-Volare, test no. 7. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Impact test of compact vehicle with modified side structure, 35 mph, 90 degree impact, Torino-to-Volare, test no. 8. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Baseline test of compact vehicle side structure, 35 mph, 90 degree impact, Torino-to-Volare, test no. 9. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Laboratory procedures to determine the breakaway behavior of luminaire supports in minisized vehicle collisions. Volume 1. Executive summary.

Federal Highway Administration, Safety Design Division, Mclean, Va.

Laboratory procedures to determine the breakaway behavior of luminaire supports in minisized vehicle collisions. Volume 2. Technical report. Final report.

Federal Highway Administration, Safety Design Division, McLean, Va.

Laboratory procedures to determine the breakaway behavior of luminaire supports in minisized vehicle collisions. Volume 3. FOIL operation and safety plan.

Federal Highway Administration, Safety Design Division, McLean, Va.

Implementation of a drive-by monitoring system for transport infrastructure utilising GNSS

Ageing and deterioration of infrastructure is a challenge facing transport authorities. In particular, there is a need for increased bridge monitoring in order to provide adequate maintenance, prioritise allocation of funds and guarantee acceptable levels of transport safety. Existing bridge structural health monitoring (SHM) techniques typically involve direct instrumentation of the bridge with sensors and equipment for the measurement of properties such as frequencies of vibration. These techniques are important as they can indicate the deterioration of the bridge condition. However, they can be labour intensive and expensive due to the requirement for on-site installations. In recent years, alternative low-cost indirect vibrationbased SHM approaches have been proposed which utilise the dynamic response of a vehicle to carry out “drive-by” pavement and/or bridge monitoring. The vehicle is fitted with sensors on its axles thus reducing the need for on-site installations. This paper investigates the use of low-cost sensors incorporating global navigation satellite systems (GNSS) for implementation of the drive-by system in practice, via field trials with an instrumented vehicle. The potential of smartphone technology to be harnessed for drive by monitoring is established, while smartphone GNSS tracking applications are found to compare favourably in terms of accuracy, cost and ease of use to professional GNSS devices.

A New Opportunity to Pulp Bagasse in Australia?

Despite the large quantity of sugarcane grown in Australia, no bagasse is pulped in the country. This is largely because of an established pulp industry based on the abundant native hardwood resources. However, increasing demand for fibre and the limited availability of additional forest areas make bagasse pulping attractive. Issues relating to infrastructure and economics are discussed, and scenarios of acceptable risk identified. It is shown that there should be scope for the production of bleached bagasse pulp in Australia.

Crash Risk Assessment with Cooperative Systems

Crash risk is the statistical probability of a crash. Its assessment can be performed through ex post statistical analysis or in real-time with on-vehicle systems. These systems can be cooperative. Cooperative Vehicle-Infrastructure Systems (CVIS) are a developing research avenue in the automotive industry worldwide. This paper provides a survey of existing CVIS systems and methods to assess crash risk with them. It describes the advantages of cooperative systems versus non-cooperative systems. A sample of cooperative crash risk assessment systems is analysed to extract vulnerabilities according to three criteria: market penetration, over-reliance on GPS and broadcasting issues. It shows that cooperative risk assessment systems are still in their infancy and requires further development to provide their full benefits to road users.

The application of the Park & Ride and TOD concepts to develop a new framework that can maximise public transport patronage

With growing concern over the use of the car in our urbanized society, there have emerged a number of lobby groups and professional bodies promoting a return to public transport, walking and cycling, with the urban village as the key driving land use, as a means of making our cities’ transportation systems more sustainable. This research has aimed at developing a framework applicable to the Australian setting that can facilitate increased passenger patronage of rail based urban transport systems from adjacent or associated land uses. The framework specifically tested the application of the Park & Ride and Transit Oriented Development (TOD) concepts and their applicability within the cultural, institutional, political and transit operational characteristics of Australian society. The researcher found that, although the application of the TOD concept had been limited to small pockets of town houses and mixed use developments around stations, the development industry and emerging groups within the community are posed to embrace the concept and bring with it increased rail patronage. The lack of a clear commitment to infrastructure and supporting land uses is a major barrier to the implementation of TODs. The research findings demonstrated significant scope for the size of a TOD to expand to a much greater radius of activity from the public transport interchange, than the commonly quoted 400 to 600 meters, thus incorporating many more residents and potential patrons. The provision of Park & Rides, and associated support facilities like Kiss & Rides, have followed worldwide trends of high patronage demands from the middle and outer car dependent suburbs of our cities. The data collection and analysis gathered by the researcher demonstrated that in many cases Park & Rides should form part of a TOD to ensure ease of access to rail stations by all modes and patron types. The question, however, remains how best to plan the incorporation of a Park & Ride within a TOD and still maintain those features that attract and promote TODs as a living entity.