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S.H. 58 over WASHITA RIVER

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

Map

Coordinates:
+35.11292, -98.60324
35°06'47" N, 98°36'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 58 over WASHITA RIVER
Structure number:050450000000000
Old structure number:0836 0069 X (from 1992 edition)
Location:.7 MI N JCT SH 9
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:747.1 ft. [227.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,547,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorPoorPoorFair220024.8
February 2016PoorPoorPoorFair220024.8
January 2014PoorPoorPoorFair220024.8
March 2012PoorPoorPoorFair220024.8
September 2010FairFairFairSatisfactory200046.4
December 2009PoorPoorPoorFair210024.8
December 2007PoorPoorFairFair180046.7
June 2006PoorPoorFairFair170047.1
January 2006PoorPoorFairFair200045.8
February 2004PoorPoorFairGood200045.8
September 2002PoorPoorFairGood187054.2
September 2000PoorPoorFairGood187038.1
September 1998PoorPoorSatisfactoryGood187055.4
October 1996PoorSeriousSatisfactoryGood183053.3
December 1994PoorPoorFairSatisfactory190052.4
August 1992FairFairSatisfactorySatisfactory150064.0
September 1990FairFairSatisfactorySatisfactory150064.0