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CR 650E over S FORK WILDCAT Creek

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

Map

Coordinates:
+40.31750, -86.38333
40°19'03" N, 86°22'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 650E over S FORK WILDCAT Creek
Structure number:1200078
Location:00.10 N of CR 200N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.9 ft. [14.9 m]
Total length:51.2 ft. [15.6 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:17.7 ft. [5.4 m]
Owner:County Highway Agency [02]
Year built:1923
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: May 2014

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Truck traffic:3% of total traffic
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Integral wingwalls collapsed, severe settlement of roadway due to loss of fill. Section of culvert may have failed and can no longer support embankment. Complete undrmining at curtain walls and pipes. Corrective action required to maintain traffic. Metal culverts have extreme distortion and deflection and deflection throughout with extensive perforations due to corrosion. [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:32.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$344,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2014Poor2 out of 10-32.3
May 2012Poor2 out of 1010140.0
May 2010Poor2 out of 1010140.0
March 2008Poor3 out of 1010140.0
March 2006Poor3 out of 1010140.0
March 2004PoorN out of 1010127.2
March 2002PoorN out of 1010031.2
March 2000PoorN out of 1010032.7
January 1998PoorN out of 1010033.7
February 1996PoorN out of 1010035.0
May 1994PoorN out of 1010035.2
October 1991PoorN out of 1010027.3
November 1989FairN out of 1010072.3