Displaying 231 - 233 results of 233 for ""
Published: 1998
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…
Published: 1998
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.
Published: 1991
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
Road aggregates in the Whanganui and Taranaki regions are generally softer than those used elsewhere in New Zealand.
