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21.7-N.1 LOCAL over FALL RIVER

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

Map

Coordinates:
+37.43218, -95.72312
37°25'56" N, 95°43'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:21.7-N.1 LOCAL over FALL RIVER
Structure number:001030995106527
Location:2.9W OF NEODESHA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:120.1 ft. [36.6 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Owner:County Highway Agency [02]
Year built:1914
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:30 [as of 2013]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:21.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$700,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016PoorPoorPoorFair3021.9
August 2015PoorPoorPoorFair3021.9
November 2014PoorPoorPoorFair3021.9
September 2013PoorPoorPoorFair3021.9
May 2012PoorFairPoorFair3023.9
September 2009PoorFairPoorFair3023.9
August 2009PoorFairPoorFair3022.4
October 2006PoorFairSeriousFair3030.2
July 2004PoorFairSeriousFair3030.2
March 2002PoorPoorSeriousFair3028.2
February 2000PoorPoorSeriousFair3028.2
July 1998PoorPoorSeriousFair3028.2
May 1996PoorPoorPoorSatisfactory3024.2
June 1994PoorFairPoorSatisfactory3026.7
April 1992PoorFairPoorSatisfactory3026.7
June 1990PoorFairSeriousSatisfactory3026.7