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ANTIOCH CHURCH Rd over BLACK River

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

Map

Coordinates:
+38.20111, -87.72528
38°12'04" N, 87°43'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANTIOCH CHURCH Rd over BLACK River
Structure number:2600283
Location:00.50 S of CEDAR GROVE Rd
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1910
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2012

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:65 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 condition. [5]
Sufficiency rating:33.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$310,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2012PoorPoorPoorSatisfactory6533.0
September 2010PoorPoorPoorSatisfactory6533.0
October 2008PoorPoorPoorSatisfactory6533.0
October 2006PoorPoorPoorSatisfactory6533.0
June 2004FairFairFairSatisfactory6036.0
July 2002FairFairFairGood5036.0
February 2000FairSatisfactoryFairGood10036.9
April 1998FairSatisfactoryFairGood10036.9
January 1996FairGoodFairGood10043.3
May 1994FairGoodFairSatisfactory10043.8
March 1992FairFairSatisfactorySatisfactory10042.8
February 1990FairSatisfactorySatisfactoryGood10043.3