Category:
End Treatments
Description:
A full load of safety slope end sections shipping safely to their destination.
Name:
Bill Rumback
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This is the inside view of one structure of twin deep corrugated structural plate 39.7' span buried bridges in Laguna Niguel, CA. The structures were built to replace a low water crossing into a community park that was frequently flooded. The buried bridges eliminated the flooding issue and also provided a signature entrance to the park. This picture was taken inside one of the structures and shows the clean lines and consistent quality of the deep corrugated plates as they are traced along the perimeter of the structure.
Decommissioned structural plate arch providing shelter from the elements in it’s retirement.
Forestry access road 600mm culvert installation in progress.
Barrier-free access to a historic landmark was achieved with a precision-engineered corrugated steel enclosure protecting a passenger cable incline lift on a 46% slope. The nearly 40-meter structure had to fit precisely between two fixed stations with near-zero tolerance while maintaining consistent internal clearances. ViaCon designed a modular corrugated structural plate system (8 mm) oriented perpendicular to the slope and accurately connected to both terminals. Hot-dip galvanization to DIN EN ISO 1461:2009 ensures long-term durability. Close cooperation between the architect, contractor and ViaCon enabled precise surveying, phased installation and strict quality control. The enclosure was assembled on site in just eight weeks, delivering a robust, visually coherent solution that protects the lift, improves user safety and enables barrier-free access in a sensitive heritage setting. More: viaconacademy.com/wp-content/uploads/2025/12/V-1-1029-DEVP-CAS-EN-A01_LeuchtenburgCastle.pdf
Steel Structural Tunnel Liner Plate was specified by Minnesota DOT to reline twin 10' X 10' reinforced concrete box culverts. The project was in St Peter, MN on TH 22. An arch shape on steel channels was used for relining instead of round pipe. The invert of the culvert could not be raised so a hot dip galvanized horseshoe shaped arched was used to maximum the flow and not raise the invert elevation of the culvert. The culvert invert could not be raised as it would affect the hydraulics of the culvert. The entire project was constructed without disrupting any traffic. A new concrete headwall was poured around the plate arch to finish construction of the culvert.
During the construction of a new Steel Structural Plate culvert for the US Forest Service in UP of Michigan, a black bear visited the site providing important instructions on proper installation.
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