Rating:
4 votes

Lost Creek Bridge

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Photos 

Photo taken by Robert Elder

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Map 

Facts 

Overview
Through truss bridge over Lost Creek on 155th Street
Location
Bourbon County, Kansas
Status
Closed to all traffic
History
Built 1888
Design
Pratt through truss
Dimensions
Length of largest span: 89.9 ft.
Total length: 91.8 ft.
Deck width: 11.5 ft.
Vertical clearance above deck: 14.7 ft.
Approximate latitude, longitude
+38.02662, -94.82354   (decimal degrees)
38°01'36" N, 94°49'25" W   (degrees°minutes'seconds")
Approximate UTM coordinates
15/339949/4210337 (zone/easting/northing)
USGS topographic map
Mantey
Inventory numbers
KS 000061093005707 (Kansas local bridge number on the National Bridge Inventory)
BH 17404 (Bridgehunter.com ID)
Inspection (as of 12/2007)
Appraisal: Structurally deficient
Sufficiency rating: 16.7 (out of 100)
Average daily traffic (as of 2006)
50

Update Log 

  • November 16, 2010: Updated by Robert Elder: Edited Categories
  • December 20, 2009: Updated by Joshua Collins: changed GPS coordinates
  • February 27, 2008: Updated by Robert Elder: Edited "Design"

Sources 

  • Robert Elder - robertelder1 [at] gmail [dot] com
  • Joshua Collins - Bigjc1979 [at] aol [dot] com

Comments 

Lost Creek Bridge
Posted November 17, 2010, by Robert Elder (robertelder1 [at] gmail [dot] com)

My suspicion is an overloaded truck. The bridge has been in this condition for several years - at least since I discovered it about 2006.

I have noticed an interesting fact about this particular bridge. Although the floor beam is twisted and the wood deck has partially collapsed, the rest of the structure seems to maintain good integrity. I need to have a closer look, but I suspect that the pin-connections absorbed most of the shock that was not absorbed by the floor beam.

I am curious if we would have seen the same result had the bridge been riveted with gusset plates instead of being pin-connected.

Additionally, if the construction date of 1888 is correct, then this bridge may be constructed of wrought iron instead of steel. Because wrought iron is more malleable than steel, I am wondering if that allowed the floor beam to absorb more of the shock instead of transferring it to the rest of the superstructure.

This bridge might make a good case study. So, far I have not heard of any replacement plans. Bourbon County has demolished a couple historic bridges in the last couple of decades. That being said, they have a good track record overall as several HBs are being maintained throughout the county.

Lost Creek Bridge
Posted November 16, 2010, by Matthew Lohry (matthewlohry [at] yahoo [dot] com)

And how about that steel floor beam, twisted like a piece of wire? Looks like the work of an overloaded truck manned by a brainless driver (had a rash of those lately).

Lost Creek Bridge
Posted November 16, 2010, by Anthony Dillon (spansaver [at] hotmail [dot] com)

Judging by the decent shape of the remaining wooden stringers, I would guess that something pretty heavy fell through it!

Lost Creek Bridge
Posted November 16, 2010, by Cliff Darby (clif30 [at] hotmail [dot] com)

What happened here Robert? Overload through the floor? Or just age?