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CR 1200S over TOUGH CREEK

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

Map

Coordinates:
+39.35000, -85.79750
39°21'00" N, 85°47'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 1200S over TOUGH CREEK
Structure number:7300090
Location:00.70 W OF CR 25W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:23.3 ft. [7.1 m]
Total length:27.2 ft. [8.3 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1930
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:125 [as of 2015]
Truck traffic:5% 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 corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:47.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2015Poor4 out of 1012547.9
February 2014Poor4 out of 1010060.0
February 2012Poor4 out of 1010060.0
February 2010Poor4 out of 1010062.7
February 2008Poor4 out of 1010062.7
February 2006Poor4 out of 1010062.7
November 2003FairN out of 106064.4
January 2002FairN out of 106064.4
June 1999FairN out of 105072.7
December 1997FairN out of 105072.7
October 1995FairN out of 105081.2
December 1993FairN out of 105081.2
December 1991PoorN out of 105057.2
December 1989PoorN out of 1010055.8