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


+36.10155, -96.71979
36°06'06" N, 96°43'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:19TH ST. over SALT CREEK
Structure number:011220000000000
Location:19TH STHARMONY RD .6E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:84.0 ft. [25.6 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Posted for load [P]
Average daily traffic:100 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:23.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$238,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2014PoorPoorSeriousSerious10023.1
March 2013PoorPoorPoorPoor10023.1
March 2011PoorSeriousSeriousPoor10021.1
February 2009PoorSeriousPoorPoor10021.1
October 2007PoorSeriousPoorPoor10021.1
June 2005PoorSeriousCriticalPoor10021.1
May 2004PoorSeriousCriticalFair10021.1
February 2003PoorSeriousCriticalSatisfactory10021.1
March 2002PoorSeriousCriticalSatisfactory10021.1
January 2001PoorSeriousCriticalSatisfactory10021.1
December 1999PoorCriticalCriticalFair10021.1
January 1999PoorSeriousImminent FailureSatisfactory10020.0
January 1997PoorCriticalImminent FailureFair10020.0
January 1996PoorPoorPoorSatisfactory10019.5
December 1994PoorPoorPoorFair10019.3
January 1994PoorPoorPoorSatisfactory10019.3
December 1991PoorPoorSatisfactorySatisfactory10044.7