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Low Noise Diamond Grinding Pacific Highway Trial

Conf-paper-2019, Ascp-conference-presentation

A Low Noise Diamond Grinding (LNDG) Trial was conducted across three sites on the Pacific Highway Upgrade, Nambucca Heads to Urunga section. This presentation outline the basics around LNDG, criteria for the trial, environmental considerations, analysis of results of the trial, summary of the outcomes, considerations and recommendations for future...

Developments in Rapid Set Lean Concrete Subbase

Conference-paper-ascp, Ascp-conference-presentation

The technology and practice for single shift high strength concrete base replacement, mainly at night, using rapid set concrete has been established in Australia for ten years. Since 2017 this technology has now been adapted and extended to developing a rapid set lean concrete and related registered mixes. This has...

Characterization of joint sealants through an innovative test procedure

Conference-paper-ascp

Joint sealants are indispensable components of Jointed Plain Concrete Pavements (JPCP), the standard construction method in Germany. The joint filling system is subjected to various loads during their service life, which in practice lead to a regular renewal of the sealing after about 7 -10 years. Nevertheless, it must be...

Use of glass fibre reinforced polymer bars in concrete pavements

Conf-paper-2019, Conference-paper-ascp

The use of glass fibre reinforced polymer (GFRP) bars as an alternative to steel reinforcement has considerably increased over the past decade. Design-related information is now available and can be adapted into the Australian design and construction practice. The results of technological research and field implementation in concrete pavements carried...

A Fresh Look at Pavement Life Costs

Conf-paper-2019, Conference-paper-ascp, Ascp-conference-presentation

Whole of life cycle costing of pavements has not been revisited for nearly 27 years since 1990 by the Bureau of Transport Economics (now BITRE). Previously, asphalt pavements were considered to have a lower cost of construction but required regular maintenance (every 5 to 10 years) whereas concrete pavements are...

The important role materials play in concrete pavement design, performance, and service life

Conf-paper-2019, Conference-paper-ascp, Ascp-conference-presentation

The materials that make up concrete have a direct influence on the decisions made during pavement design and construction, as well as the performance of the pavement in service. What happens when material performance varies from what was considered at design stage? What if we need to change construction methods...

Influence of Ground Granulated Blast Furnace Slag (GGBFS) Cement in concrete pavement mix designs

Conf-paper-2019, Conference-paper-ascp, Ascp-conference-presentation

Roads and Maritime Services (RMS) pavement specifications require the use of Grade 1 fly ash and Ground Granulated Blast Furnace slag cement (GGBFS) for R82 – lean mix concrete subbase [1], and also fly ash and/or GGBFS for R83 – Concrete Pavement Base [2], where reactive aggregates are used. This...

How Runway Pavement Value Choices are Influenced by Construction Costs, Loading, Subgrade and Operational Considerations

Conf-paper-2019, Conference-paper-ascp, Ascp-conference-presentation

In Australia, most runway pavements are constructed from asphalt, however the reverse is markedly true for the USA. Melbourne’s Essendon runway was originally concrete but was overlaid with thick asphalt many years ago. Asphalt runways at Melbourne’s Tullamarine and Amberley have some sections of concrete. This paper explores the determination...

Features, benefits and challenges of air entrained pavement concrete mixes using fly ash (ASCP 5th Conference)

Conference-paper-ascp, Ascp-conference-presentation

The benefits of replacing a proportion of cement with fly ash in concrete mixes have been well understood for many years, particularly in the mitigation of alkali silica reactions. In pavement concrete mixes, however, the properties of fly ash can often play havoc in controlling the amount of air in...

The Case For Lower Strength Gain and Early Age Acceptance of Concrete for Road Pavements

Conf-paper-2019, Conference-paper-ascp, Ascp-conference-presentation

The objective of this paper is to encourage informed discussion among concrete pavement engineers. In New South Wales there is a substantial length of contemporary concrete highway construction. A very large inventory of concrete strength results is available. These have shown that construction specification requirements are being significantly exceeded in...

Investigation on the effect of low carbon, low shrinkage, high flexural strength envisia® concrete on industrial floor and pavement application

Conf-paper-2019, Conference-paper-ascp

The key structural element in most industrial enterprises is the concrete floor slab. The aim of floor design is to select the most economical thickness while considering sufficient reinforcement to control the amount and size of cracks to a level consistent with the intended use of the floor. However, one...

Concrete Highway Pavement Load Capacity for Possible Future Increases in Permissible Axle Loads

Conf-paper-2019, Conference-paper-ascp, Ascp-conference-presentation

From time to time there is discussion within Government and industry about measures to improve freight transport efficiency. These discussions often include increasing permissible axle loads. If this was to happen it may also be limited to major road transport corridors. This paper neither supports nor sets out a case...