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Planning & Research >  Spans of Time >  Historic >  Warren Bedstead Pony Contact Planning & Research

Table of Contents

List of Figures

Acknowledgements

Introduction

History of Oklahoma Highway Bridges

The Historic Bridges of Oklahoma
Steel Truss Bridges
• King Post Pony
• Small Pratt (3 panel) Pony
• Truss Leg Bedstead Pony
• Pratt Pony
• Pratt Half-Hip Pony
• Parker Pony
• Camel Back Pony
• Warren w/ Verticals Pony
• Warren w/ Polygonal Top Chord Pony
• Warren Bedstead Pony
• Double Intersection Warren Pony
• Pratt Through
• Modified Pratt Through
• Parker Through
• Camelback Through
• Modified Parker Through
• Warren Through
• K-Truss
• Deck Truss
• Mixed Truss

Concrete and Stone Bridges
• Concrete Arch
• Rainbow Arch
• Stone Arch

Endnotes

Bibliography

Appendices




WARREN BEDSTEAD PONY TRUSS

    1910	Tillman		71N2160E1690003	  Illinois Steel Br.
    1912	Lincoln		41E0820N3490004	  
    1913	Okmulgee	56E1010N4000008	  Missouri Valley Br.
    1914	Creek		19E0840N3690003	  Kansas City Br.
    1914	Tulsa		72N4017E0780007	  Oklahoma Iron Works
			


  The small group (12) of Warren bedstead ponies which remain in the state seem to share the general advantage of truss leg spans, that is, their end posts extend below the deck directly into a substructure.  Many bridge companies included this type in their structural inventories and volunteered sketches and detailed specifications whenever counties contemplated purchasing new bridges.  Missouri Valley Bridge & Iron, one such firm with a strong presence in Oklahoma, built a 74-foot Warren bedstead over Moore Creek in 1913, as Okmulgee County established roads between the county seat and smaller communities to the southeast.  Another good example of the type, dating from 1914, and the only structure identified as erected by Tulsa's Oklahoma Iron Works, whose bridges may have been designed by engineer R. K. Hughes, stands on Snake Creek near Bixby (Figure 57).
  Warren bedsteads as represented in Oklahoma comprise an important asset, for like other variations on basic truss types, they illustrate design innovation and adaptation as well as the industrial capacity of bridge companies.  The flexibility in design and function is a further reminder why the steel truss became an American success story.


The Warren configuration is evident in this bedstead made by the Oklahoma Iron Works.  Bridge 72N4017E0780007, 41 feet long and 13 feet wide, sits over Snake Creek, south of Bixby.
Figure 57.  The Warren configuration is evident in this bedstead made by the Oklahoma Iron Works.  Bridge 72N4017E0780007, 41 feet long and 13 feet wide, sits over Snake Creek, south of Bixby.



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