State Highway 59 over Lee Creek-Crawford Co.

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


+35.64557, -94.39336
35°38'44" N, 94°23'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:State Highway 59 over Lee Creek-Crawford Co.
Structure number:000000000001811
Location:14.3 MI N JCT I40
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:142.1 ft. [43.3 m]
Total length:586.0 ft. [178.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is on the National Register of Historic Places [1]
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,000 [as of 2016]
Truck traffic:22% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
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:46.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,447,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairFairFairSatisfactory200046.8
June 2015FairFairFairSatisfactory150048.8
May 2014FairFairFairSatisfactory150048.8
May 2013FairFairFairSatisfactory170048.0
May 2012FairFairFairSatisfactory170048.0
April 2011FairFairSatisfactoryGood170052.3
March 2010FairFairSatisfactoryGood170044.1
August 2008PoorFairPoorGood17006.0
August 2007PoorFairPoorGood180033.0
September 2005FairFairFairGood160046.4
October 2004FairFairFairGood160046.4
November 2003FairFairFairGood170045.7
November 2001FairFairFairGood250049.8
October 1999FairFairFairGood250049.8
December 1997FairFairFairGood74551.3
December 1996FairSatisfactorySatisfactoryGood74552.0
October 1995FairSatisfactorySatisfactoryGood74552.0
November 1993FairSatisfactorySatisfactoryGood74547.7
December 1992FairSatisfactoryGoodGood74547.7
January 1992FairSatisfactoryGoodGood133945.5