Abstract

In pursuit of economic and social development objectives, governments of Pacific Island Countries (PICs) desire to upgrade unpaved low-volume roads (LVRs) for the improvement in connectivity and quality of life associated with all weather-access. Whilst the benefits are clear, the capital cost of conventional pavement technology and the recurrent cost of maintenance make it hard to justify the required investment in upgrading LVRs. Typical LVRs are surfaced with a bituminous chip seal or a thin asphalt concrete (AC) layer on processed aggregate base and subbase courses. Constructing such pavements in PICs is expensive, given the scarcity of aggregate of requisite quality, relatively limited domestic road construction capacity, and scale diseconomies in the use of equipment, plant and materials. Moreover, vulnerability to natural disasters and climate change necessitates consideration of more resilient paving alternatives. The findings of the study suggest that there is substantial promise for concrete pavements to be used for low-volume (<400 vehicles a day) roads. Four different types of concrete pavement were assessed including the strengths, weaknesses and operations and maintenance (O and M) implications of each pavement type. Although prepared primarily for the PICs, the study provides valuable insights and technical guidance on the application of concrete pavements for LVRs in other regions outside of the Pacific Islands.

Highlights

  • Roads in Pacific Island Countries (PICs)1 are suffering from the effects of climate change

  • Concrete pavements are more resistant to uplift vapor and air pressure under the pavement caused by sea level rise due to high tides and storm surges

  • While concrete pavements have significantly higher GHG emissions compared to the bituminous alternatives, mostly as a function of the amount of clinker in the Portland cement used to produce the concrete, this is being mitigated by substituting clinker with fly ash, bottom ash, slag and other additives

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Summary

Introduction

2. Applications of concrete paving technology around the world have shown that concrete pavements for lowvolume roads, whilst incurring high initial construction cost, can have lower whole-life cost (Embacher & Snyder 2001; Ministry of Transport Vietnam 2009; Muzira & Diaz 2014; Adow & Allotey 2015, Whalley 2016; Babashami et al 2016; Anochie-Boateng et al 2017). Applications of concrete paving technology around the world have shown that concrete pavements for lowvolume roads, whilst incurring high initial construction cost, can have lower whole-life cost (Embacher & Snyder 2001; Ministry of Transport Vietnam 2009; Muzira & Diaz 2014; Adow & Allotey 2015, Whalley 2016; Babashami et al 2016; Anochie-Boateng et al 2017) They require minimal maintenance and are suitable for labor-based construction.. Subsequent chapters cover Material Requirements and Design, Construction and Maintenance comparisons as these are important considerations in choosing among pavement alternatives

Pavement considerations in a time of climate change
Concrete pavement options for Pacific Island Countries
Jointed concrete pavement
Concrete pavement options for PICs
Concrete block paving
Geocell concrete
Roller compacted concrete
Comparing concrete pavement options
Concrete pavement material requirements
Coarse aggregate requirements
Fine aggregate requirements
Materials available
Design, construction and maintenance considerations
Recommended resources for review
DESIGN
Conclusions
Findings
57. Concrete pavements have other technical advantages
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