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In-situ stabilisation of modified pavement layers

Published: | Category: Construction , Pavement & surfacing , Specifications | Audiences: Road traffic engineers & consultants, Roading contractors

This specification applies to the in-situ stabilisation of granular pavement layers using cement, lime, bitumen emulsion or foamed bitumen. This specification applies to the stabilisation of sub-base or base layers to produce a modified material.

Related information
Estimation of the density of compacted aggregate layers by direct transmission (2021)

Publication details

  • Author:
  • Published: 2008
  • Reference: TNZ B/05 TNZ B/05 Changes TNZ B/05 Notes
  • Version: SP/SP0004 080506
  • Conditions: Use is mandatory on state highways and recommended on other road controlling authority roads
  • Also known as: B/5 B/5 Changes B/5 Notes

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Browse section/chapter

  1. Specification for in-situ stabilisation of modified pavement layers — 19 pages, 137 KB
  2. Notes to specification for in-situ stabilisation of modified pavement layers — 12 pages, 101 KB
  3. Changes to specification for in-situ stabilisation of modified pavement layers — 1 pages, 25 KB
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