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During Cyclone Gabrielle the Moeangiangi Bridge, located on Waikare Road over the Matahorua Stream, suffered catastrophic damage. The true left abutment, pier and span were all washed away by debris, silt and flood waters caused by unprecedented rain fall. The true right span and abutment remained in place.
There is a 30km/hr temporary speed limit on the bridge, and while loads of up to 50T max are permitted, trucks are required to cross one at a time.
To date, a feasibility study has been undertaken for a permanent replacement bridge for Moeangiangi with work scheduled to begin in early to mid-2028.
Feasibility study | April 2024 |
Mana whenua engagement and site investigations | Late 2024 |
Pre-application discussions with Hawke's Bay Regional Council and demolition | Late 2024 |
Draft methodology and construction drawings | TBC |
Resource consent lodgement and processing | TBC |
Packaged design delivery | TBC |
Blessing ahead of works beginning | TBC |
Works begin | Early to mid-2028 |
Public open day | TBC |
Blessing to open bridge | TBC |
A feasibility option study has been conducted, where potential solutions for Moeangiangi bridge rebuild have been assessed. The feasibility report covered the condition of the original structure, damage caused by the cyclone, and a feasibility assessment of multiple bridge and alignment options. The feasibility report was based on the following:
The proposed bridge will be a like-for-like replacement of the original structure (i.e. single lane bridge) with no cycle/walking provisions. Using minimum widths this equates to a bridge width of 5.1m. An overall bridge length of 48m is anticipated, with the increased bridge length accommodating the anticipated increase in flood levels.
Design consideration: The bridge design will consider constructability, temporary access, safety in design, and residual operational risk management. The design working life is 100 years, as required by the NZ Bridge Manual.
Longer spans and fewer columns: Whenever feasible, the bridges will incorporate longer spans and fewer columns in the water. This design approach aims to reduce the risk of flow blockage caused by debris and slash during flood events. However, earthquake resilience is also a major consideration.
Project timeline: The goal is to begin construction on a permanent replacement structure by early to mid-2028.
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