<h2>How Renolith can save you money &amp; time</h2>
Renolith when thoroughly mixed and stabilised with a soil or road pavement material, cement and water produces  an exothermic chemical reaction and forms a polymer which when compacted provides a very dense layer. The use of non-toxic Renolith, under geotechnically controlled conditions, enables the road or pavement designer or  contractor consideration of a number of construction options when deciding what materials are available and a cost  effective method of sub-grade enhancement and/or pavement rehabilitation.

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<h3>Sub-grade Enhancement</h3>
• Stabilisation with Renolith and cement will improve equivalent sub-grade CBR to a level where, in most instances, can be  used as a pavement sub-base material (potentially reducing pavement material supply and transport time and cost).
• Stabilisation with Renolith and cement will reduce the Plasticity Index (PI) of the sub-grade expansive clays and similar soils whereby a lesser pavement depth could be achieved for the same trafﬁ c usage (reducing pavement material supply and transport costs).
• The use of Renolith in sub-grade cement stabilisation reduces the potential of the formation of a rigid sub-grade and block cracking, to a more ﬂexible sub-grade base without any signiﬁcant loss of strength.
• Due to the occurrence of the exothermic reaction, a limited construction period is available for sub-grade mixing and rolling to achieve the required compaction necessitating construction planning to achieve manpower time and equipment usage savings.

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<h3><span style="line-height: 1.5em;">Pavement or Capping Layer Rehabilitation</span></h3>
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• Stabilisation with Renolith and cement will increase equivalent pavement CBR to a level where the pavement rehabilitation can be undertaken, in most instances, without the requirement of replacement pavement material and under traffic (potentially reducing pavement material supply and transport costs),

• Due to the occurrence of the exothermic reaction, a limited construction period is available for pavement mixing and rolling to achieve the required compaction necessitating construction planning to achieve manpower time and equipment usage savings,

• Bitumen or asphalt wearing surfaces can be mixed in with Renolith and cement stabilisation to provide an improved pavement grading, again improving density,

• Using Renolith and cement stabilisation upon completion of pavement rehabilitation, traffic can be immediately re- introduced to the section,

• Under ‘brownfield’ conditions, ie highways and roads under traffic can achieve pavement rehabilitation completion up to 2000m2 per 8 hour day and reopened to traffic.

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<h3>Testimonials and Project Reports</h3>
A selection of Project Reports and Testimonials regarding the use of Renolith for stabilisation of roadworks is provided following. More extensive and detailed test results for numerous road projects undertaken in Australia and in other countries is available by request to Renolith International Pty Ltd Head Ofﬁ ce in Australia.

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1. Snowy Works and Services, Tumut, NSW, Australia – Use of Renolith on Main Road 85 (Batlow Road) in October 2007 – Ben Lawson, B.E. Civil (Hons.), CPEng. NPER, Director blawson@tumut.nsw.gov.au

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2. Snowy Works and Services, Tumut, NSW, Australia – Use of Renolith on Main Road 279 (Gocup Road) in June 2009 - Ben Lawson, Director blawson@tumut.nsw.gov.au

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3. Olympic Coordination Authority, 2000 Olympic Games, Sydney NSW, Australia – Use of Renolith on roadworks at the
Equestrian Venue and Other Venues – David O Hughes, Senior Director, Satellite Olympic Venues, March 2002

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4. Roads and Trafﬁ c Authority Operations Directorate Northern Road Services, NSW, Australia – Renolith use on Paciﬁc
Highway (SH10) at Tabbimoble Widening and Rehabilitation – Internal RTA Report by John Lyons, RTA Project Delivery Manager to Geoff Kearns, RTA Regional Client Services Geotechnical Scientist; October 2004

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5. Roads and Trafﬁ c Authority Northern Road Services, NSW, Australia – New England Highway (SH9), Shire of Nundle,
Pinnarendi Pavement Investigation and Comparative Field Trials using Renolith stabilisation and other products – June 2002