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Original Location Key Facts |
| Bridge Name | Facility Carried / Feature Intersected | Location | Structure Type | Construction Date / Builder or Contractor |
| Bauer Road Bridge
| Bauer Road Over Looking Glass River | Rural: Clinton County, Michigan | Metal Pinned Pratt Through Truss, Stationary | 1880 By: Penn Bridge Company of Beaver Falls, Pennsylvania |
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Current Location Key Facts |
| Bridge Name | Facility Carried / Feature Intersected | Location | Structure Type | Construction Date / Builder or Contractor |
| Bauer Road Bridge
| Bridge Park Trail Over Dickinson Creek | Rural: Calhoun County, Michigan | Metal Pinned Pratt Through Truss, Stationary | 1880 By: Penn Bridge Company of Beaver Falls, Pennsylvania |
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Technical Facts |
| Structure Length | Bridge Width | Main Spans | Approach Spans |
| 89 Feet (27.1 Meters) | 16 Feet (4.88 Meters) | 1 | None |
This bridge has not been painted because it is wrought iron. Wrought iron does not rust like steel does, and thus painting the bridge was not going to offer any noticeable benefit. This bridge is one of the oldest truss bridges in Michigan, with its 1880 construction date. It was built by a significant company, the Penn Bridge Works of Beaver, Pennsylvania. The railing on the bridge is a larger lattice than on the other bridges because of some issues that developed with safety. As an old truss bridge, the bridge is overall a light duty bridge. All members and chords are smaller than what the average pin-connected Pratt through truss from later years consisted of. The height of the truss is quite short also, although the deck width is average, which results in this bridge having a false wide feeling to it. Compare this to the Gale Road Bridge which has the same approximate width but is taller. The bottom chord is highly unusual on this bridge. The eye-bars that form the bottom chord in the middle four panels on the bridge have eye-bars with three eyes. In other words, that one eye-bar spans two panels. Another unusual feature is the end-post/top chord connection (the hip joint) which actually has two pins, one for the vertical and one for the diagonal. This is a design characteristic that appears on most older truss bridges built by the Penn Bridge Company. The way the top chord terminates at the end post is less commonly seen also. In the case of this bridge, there would have been a plaque mounted on the end of the top chord to hide the "guts" of the top chord. This design technique shows up again on older Penn Bridge Company structures, but the Wrought iron Bridge Company was also noted for doing this as well. The Portal bracing is ornate, and in addition to the lattice also features a decorative flower-shaped punch-out on the corners. If you look closely, you can see the serrated edge on this design which shows that the design was punched out of the metal. Another detail to note when you examine the portal up close is that there are little buttons on the middle of the lattice portion of the portal bracing. Sadly, all but a couple are left today. If you look very close, you can make out "PENN" written on them. Again, this was an interesting thing that shows up on older Penn Bridge Company bridges.
During the restoration of this bridge, crews utilized some parts from a Tallman Road Bridge, which was located near to the Bauer Road Bridge in Clinton County. HABS HAER has a photo-documentation of that bridge available.
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