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CR 575W over SOUTH FORK WILDCAT CREEK

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

Map

Coordinates:
+40.32056, -86.61333
40°19'14" N, 86°36'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 575W over SOUTH FORK WILDCAT CREEK
Structure number:1200039
Location:00.40 N OF CR 200N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.6 ft. [14.5 m]
Total length:107.6 ft. [32.8 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:102 [as of 2014]
Truck traffic:4% of total traffic
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:28.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$835,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2015Poor3 out of 1010228.4
April 2014Poor3 out of 1010226.4
April 2012Poor3 out of 1010024.4
May 2010Poor3 out of 1010048.0
March 2008Poor4 out of 1010065.0
March 2006Poor4 out of 1010065.0
March 2004PoorN out of 1010053.5
March 2002FairN out of 1010070.5
February 2000FairN out of 1010073.2
January 1998FairN out of 1010064.2
February 1996FairN out of 1010065.3
March 1994FairN out of 1010064.0
October 1991FairN out of 1010054.6
November 1989FairN out of 1010073.3