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A-45 Railroad Overpass

A-45 Railroad Overpass

Primary Photographer(s): Nathan Holth

Bridge Documented: Fall 2006

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Key Facts

Facility Carried / Feature Intersected
A-45 (10th Street) Over Railroad (Norfolk Southern)
Location
Rural: Allegan County, Michigan: United States
Construction Date and Builder / Engineer
1939 By Builder/Contractor: John W. Hertel

Technical Facts

Rehabilitation Date
Not Available or Not Applicable
Main Span Length
53.8 Feet (16.4 Meters)
Structure Length
150 Feet (45.72 Meters)
Roadway Width
44 Feet (13.41 Meters)
Spans
3 Main Span(s)
NBI Number
03200087000R010

Historic Significance Rating (HSR)

Bridge Documentation

This bridge no longer exists!

View Archived National Bridge Inventory Report - Has Additional Details and Evaluation

This historic bridge was demolished 2006-2007.

Click here to view a 2005 PDF newsletter detailing the closure of this bridge and reasons and plans for demolition.

This was an attractive steel stringer bridge noted for intact, original decorative railings that were a standard of the period, and also for a heavy skew. During a visit to this bridge in 2005, it had recently been posted for an unusually low weight limit for obvious reasons: its heavy steel deterioration. The next visit, it had been closed to traffic. According to Allegan County Road Commission, the bridge was closed September 29, 2005. An article, available for downloading above details the steps that Allegan County Road Commission took to seal this bridge's doom. Although this bridge could be described as semi-historic, the structure, certainly had historic value as a remnant of 10th Street's trunk line past, prior to the US-131 expressway. It also was important as an attractive structure that added to the interest of the roadway. It utilized a standard railing design for the period that featured an attractive, ornamental design. Such beauty will not be present on this bridge's replacement.

This bridge was not properly maintained over the years, accounting for its extremely poor condition prior to demolition. The steel bent supports for this bridge had rusted so bad that they were nearly gone in many places. In short, salt damage was likely the main cause, leaking through the joints in the bridge onto the supports below. The bridge's steel stringers had suffered as well. If the amount of salt had been limited on this bridge, and the beams were maintained through a regular painting program, this disaster could have been prevented. By not maintaining the bridge, the result was the loss of an attractive bridge, and also local businesses lost money during the time that the bridge was closed and being replaced. Taxpayer money was also wasted, since proper maintenance generally is less costly than total replacement. Federal and state funding programs are largely to blame for encouraging local county road commissions to not properly maintain bridges, and instead seek replacements after letting the bridges fall apart. The result is a significant waste of taxpayer dollars. These are programs that legislators should seek to revise to more effectively manage this nation's highway transportation system.

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Photo Galleries and Videos: A-45 Railroad Overpass

 
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