Whirokino Trestle and Manawatū River Bridge

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Project introduction

Waka Kotahi NZ Transport Agency managed the design and construction of the replacement Whirokino Trestle and Manawatū River Bridge.

Purpose

The primary purpose of the project was to improve the safety, efficiency and resilience of these structures.   The old trestle and bridge had become unsafe for High Productivity Motor Vehicle (HPMV) loads. Additionally, the trestle was approaching the end of its structural life.

 

 

Benefits

This project has delivered a number of benefits, including:

  • both the Whirokino Trestle and Manawatū River Bridge now being able to carry High Productivity Motor Vehicle (HPMV) loads, meaning HPMV vehicles no longer have to take a 14km detour route
  • improved route security with stronger bridges
  • safer bridges, with wider traffic lanes and shoulders
  • improved walking and cycling facilities
  • reduced maintenance costs
  • reduced delays as a result of closures for overweight/wide vehicles, and from maintenance and minor repairs.

Why this work was important

The Whirokino Trestle was reaching the end of its structural life and no longer met current safety standards. The Manawatū River Bridge also fell below these standards. This meant larger freight trucks had to take a  14km detour to go around the structures.

The replacement structures were built on the western (coastal) side of the existing bridges, and included wider lanes and safer road edges. The existing Ken Everett Cycleway has remained in place to ensure a safe crossing for cyclists and pedestrians. These users still need to cross the new river bridge – however, the wider shoulders ensure a much safer crossing.

The new trestle and bridge have been built to modern safety standards and have made travel for freight vehicles in the area more efficient.

FAQs

  • What did this project involve?

    This project involved replacing the Whirokino Trestle with a new bridge over the Moutoa Floodway between the existing floodway stopbanks, a new bridge over the Manawatū River, a large earth embankment to connect the two and the tie-in of the new alignment of the structures to the existing State Highway 1 at either end. We also upgraded the intersection between the bridges, where Whirokino Road and Matakarapa Road meet State Highway 1.

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  • What landscaping was carried out?

    A new wetland was created to the west of the new structures, with an additional 0.97 ha of riparian planting along the Manawatū River.

    A new rest area on the south-eastern side of State Highway 1 (approaching the Manawatū River Bridge) was also constructed as part of the works.

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  • What are the community benefits?
    • No more 14km detours for High Productivity Motor Vehicles (HPMV – larger than the standard 44-tonne vehicles)   because they can safely use the new structures.
    • Safer and stronger bridges, with wider traffic lanes and shoulders.
    • Reduced maintenance costs.
    • Fewer delays from closures for overweight/wide vehicles, and from maintenance and minor repairs.
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  • What are the journey time savings?

    The journey time savings for High Productivity Motor Vehicles (HPMV – larger than the standard 44-tonne vehicles) are considerable. Not having to use the 14km detour has resulted in savings of approximately 20 minutes per journey. Journey time savings for all other road users are approximately 15 seconds per vehicle, as a result of the increase in average speed due to improved road width and alignment.

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  • Was consideration given to building a four-lane bridge?

    Any project Waka Kotahi NZ Transport Agency takes on needs to be justified in terms of how much it will cost and how many people will benefit once it is completed. This project took into account the current two-lane road between Levin and Foxton, existing traffic volumes and how those traffic volumes are likely to change in future. Based on this information, we couldn’t justify the cost of building a wider bridge at that time. Based on existing traffic volumes, a four-lane bridge won’t be required for approximately 25–30 years, at which point consideration could be given to a second two-lane bridge to carry traffic in one direction with traffic in the opposite direction using the existing bridge.

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