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SH 203 over SALT FORK OF RED RIV

Map

Coordinates:
+34.88755, -100.05210
34°53'15" N, 100°03'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 203 over SALT FORK OF RED RIV
Structure number:250440023001006
Location:9.17 MI E OF US 83
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:179.1 ft. [54.6 m]
Total length:753.0 ft. [229.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:2014
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2013]
Truck traffic:19% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:71.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,043,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodFairSatisfactory18071.8
August 2015FairGoodFairSatisfactory18077.9
August 2014FairGoodFairSatisfactory13078.0
July 2013PoorPoorPoorSatisfactory13050.5
July 2011PoorPoorPoorSatisfactory15050.4
July 2009FairFairFairSatisfactory10072.1
July 2007FairFairFairSatisfactory21066.2
August 2005FairFairFairSatisfactory17066.3
August 2003FairFairFairSatisfactory10070.8
August 2001FairFairFairSatisfactory18065.0
November 1999FairFairFairSatisfactory15065.1
October 1997FairFairFairSatisfactory14060.1
April 1996PoorPoorSatisfactorySatisfactory14069.2
March 1994PoorPoorSatisfactorySatisfactory13068.7
January 1992PoorPoorSatisfactorySatisfactory16063.9