This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+34.81796, -97.59818
34°49'05" N, 97°35'53" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 76 over WASHITA RIVER
Structure number:131210000000000
Old structure number:2536 0936 X (from 1992 edition)
Location:9.4 MI N STEPHENS CO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:210.0 ft. [64.0 m]
Total length:622.1 ft. [189.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,400 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:32.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$6,746,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2014PoorPoorPoorPoor540032.9
October 2012PoorPoorPoorPoor540034.9
October 2010PoorPoorFairFair510043.8
November 2009PoorPoorFairFair570043.7
October 2008PoorPoorFairFair570043.7
December 2007PoorPoorFairFair520043.7
November 2006PoorPoorFairFair520043.7
July 2005PoorPoorFairFair550043.7
October 2003PoorCriticalFairPoor470033.8
January 2002PoorCriticalFairPoor600025.9
December 2000PoorCriticalPoorPoor483025.9
December 1998PoorCriticalFairFair483041.9
December 1996PoorImminent FailureFairFair586041.9
November 1994PoorSeriousFairSatisfactory590049.1
October 1992FairFairSatisfactorySatisfactory580055.0
May 1991PoorPoorFairSatisfactory580048.1