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Research Report 100 Pavement density

Published:
Category: Activity management , Research programme , Research & reports | Audience: General

The 1997 Transit New Zealand Specification for the Construction of Unbound Granular Pavement Layers (TNZ B/2: 1997) specifies the minimum degree of compaction required is 95% of the maximum dry density (MDD) obtained using the vibratory hammer compac…

Research Report 101 Pavement temperature models

Published:
Category: Activity management , Research programme , Research & reports | Audience: General

Temperature regime data from trial pavement sections at four sites in New Zealand was reviewed for the purposes of this project, which was principally aimed at establishing a suitable computer model for predicting pavement temperature regimes.