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Big Walnut Creek Bridge


Photo From Indiana SHAARD Database / Division of Historic Preservation and Archaeology


BH Photo #182929



Concrete arch bridge over Big Walnut Creek on CR 650 East
Putnam County, Indiana
Open to traffic
Future prospects
Slated for demolition and replacement in 2013-2014.
Built ca. 1940
Concrete closed spandrel deck arch with unique steep grade design.
Length of largest span: 73.5 ft.
Total length: 158.1 ft.
Deck width: 21.0 ft.
Also called
Bridge 248
Approximate latitude, longitude
+39.82456, -86.73380   (decimal degrees)
39°49'28" N, 86°44'02" W   (degrees°minutes'seconds")
Approximate UTM coordinates
16/522781/4408318 (zone/easting/northing)
Quadrangle map:
North Salem
Inventory numbers
INNBI 6700203 (Indiana bridge number on the National Bridge Inventory)
BH 16910 (Bridgehunter.com ID)
Inspection (as of 03/2015)
Superstructure condition rating: Poor (4 out of 9)
Substructure condition rating: Poor (4 out of 9)
Appraisal: Structurally deficient
Sufficiency rating: 48.2 (out of 100)
Average daily traffic (as of 2015)

Update Log 

  • October 21, 2010: New photos from Nathan Holth


Big Walnut Creek Bridge
Posted October 22, 2010, by Anthony Dillon (spansaver [at] hotmail [dot] com)

With few exceptions, that is pretty much the way Putnam County has been toward it's historic spans. They close, and sometimes quietly remove, their metal through trusses. They avoid federal funding to skirt preservation guidelines in replacing their metal pony trusses. Even their covered spans are not National Register listed which allows for questionable repairs which are not always in-kind.

They still have a really nice collection of wooden, metal and concrete spans. It would be nice to see them adopt a plan to take care of them.

Big Walnut Creek Bridge
Posted October 21, 2010, by Nathan Holth (form3 [at] historicbridges [dot] org)

The skew of this bridge along with a noticeable grade create a complex and bizarre structure that is quite unique. The county highway supervisor said "There's nothing in the design of that bridge that merits it being historical." I don't know what his training or experience with historic bridges consist of, but my seven years of obsessive involvement in historic bridges leads me to strongly disagree with his statement. I have not seen many concrete arch bridges with both a noteworthy grade and a heavy skew.