Displaying 391 - 400 results of 681 for "temporary traffic"
Published: 1996
Category:
Transport demand management
,
Research programme
,
Research & reports
| Audience:
General
in roadside tests, using a test vehicle parked at a rightangle to the highway simulating a Tintersection, were then asked to estimate the safe gaps and speeds for traffic approaching from their right. Safe gaps for a right turn onto the highway were
Published: 1 July 2008
Category:
Structures (bridges, culverts & geotechnical)
,
Technical memoranda
| Audience:
Road traffic engineers & consultants
This memo provides details of revisions to Transit New Zealand specification P/24: 2008 and the NZ Transport Agency Endorsed RSMA compliance standard for traffic signs that were implemented on 1 July 2008. Update: 10 February 2020 This memo is now obsolete. TNZ P/24: 2008 is now superseded by NZTA P/24:2020: Traffic signs performance based specification
Part of the ‘New Zealand pedestrian profile’ resource.
This profile aims to make visible the extent and importance of pedestrian activity and injury in New Zealand.
Published: 10 November 2020
Category:
Technical advice note
| Audience:
Road traffic engineers & consultants
This note advises that Waka Kotahi NZ Transport Agency specification M10: 2020, Specification for dense grade asphaltic concrete (AC) and specification M27: 2020 Specification for stone mastic asphalt (SMA) have been released for general use and are …
Published: 1996
Category:
Transport demand management
,
Research programme
,
Research & reports
| Audience:
General
List showing priorities of land uses for which data on parking demand and trip generation were required by traffic engineers and town planners have been prepared. The information was obtained from responses to questionnaires sent to ten local
Published: 1995
Category:
Safety, security and public health
,
Research programme
,
Research & reports
| Audience:
General
calculated using accident data and modelled traffic volumes, and significant differences in accident rates are apparent. To determine the correlation between traffic volume and accident rate within the road classes and intersection types, detailed
state highways shows that, despite increasing traffic stress, there has been no significant reduction in chipseal life. This paper presents data on chipseal lives, compared with changes in traffic volumes, over a 15 year period. Trends, including the date of the introduction of the different initiatives are analysed.
Published: 2000
Category:
Activity management
,
Research programme
,
Research & reports
| Audience:
General
A high binder content (78%) polymermodified bitumen emulsion used in a rackedin sealing system was trialed from 1993 to 1995 as a surfacing in high traffic stress areas for New Zealand roads. The perceived advantage of this sealing system was that
Published: May 2016
Category:
Crash analysis reports
,
Research & reports
| Audience:
Local & regional government
, serious, and minor crashes are counted Three years of CAS data from 1 July 2012 to 30 June 2015 has been used Crash sites are based on the total number of crashes and do not take traffic volumes into account. This means that locations with high
