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S.H. 31 over SALT CREEK

Map

Coordinates:
+34.68241, -96.14523
34°40'57" N, 96°08'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 31 over SALT CREEK
Structure number:182800000000000
Old structure number:1512 1248 X (from 1992 edition)
Location:12.4 MI NE US75
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:92.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,639,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairGoodGood49092.4
October 2016FairFairGoodGood49092.4
September 2014FairSatisfactoryGoodGood49093.4
October 2012FairSatisfactoryGoodGood49093.4
September 2010FairSatisfactoryGoodSatisfactory49092.4
October 2008FairSatisfactoryGoodSatisfactory50097.2
May 2006FairSatisfactoryGoodSatisfactory91095.9
March 2004PoorPoorGoodSatisfactory13095.4
May 2002FairFairGoodSatisfactory27097.0
April 2000PoorPoorGoodGood26095.0
March 1996FairFairSatisfactoryFair25085.9
December 1993FairSatisfactoryGoodSatisfactory25098.1
November 1991FairSatisfactoryGoodSatisfactory25098.1