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


+40.01333, -86.87056
40°00'48" N, 86°52'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:2900158
Location:00.58 N of 146th St
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:61.0 ft. [18.6 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2013

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:125 [as of 2011]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:47.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$900,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2013Fair5 out of 1012547.3
August 2011Fair5 out of 1013635.3
September 2009FairN out of 1013634.3
July 2007FairN out of 1014635.2
August 2005FairN out of 1014635.2
August 2003FairN out of 1013535.3
August 2001FairN out of 1013535.3
June 1999FairN out of 1018235.2
July 1997FairN out of 1018235.3
April 1995FairN out of 104067.3
June 1993FairN out of 1010067.3
June 1991GoodN out of 107048.0