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ANTIOCH CHURCH RD. over BIG SANDY CREEK

Map

Coordinates:
+32.80289, -83.41817
32°48'10" N, 83°25'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANTIOCH CHURCH RD. over BIG SANDY CREEK
Structure number:000000028900320
Location:9 MI N OF JEFFERSONVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1950
Year reconstructed:2006
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:7
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:560 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:71.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$400,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactoryGood56071.8
March 2017FairSatisfactorySatisfactoryGood56071.8
March 2015FairSatisfactorySatisfactoryVery Good56071.8
March 2013FairSatisfactorySatisfactoryVery Good56071.8
March 2011FairSatisfactorySatisfactoryVery Good58071.7
March 2009FairSatisfactorySatisfactoryVery Good64081.7
March 2007FairSatisfactorySatisfactoryVery Good37082.0
April 2005PoorPoorPoorPoor30034.2
March 2003PoorPoorPoorPoor220016.7
April 2001PoorPoorPoorPoor170019.4
June 1999PoorPoorPoorPoor170019.1
October 1996PoorPoorPoorFair13003.0
December 1994PoorPoorPoorFair8007.8
December 1992PoorPoorPoorFair7808.1
January 1991PoorSatisfactoryPoorFair45027.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,26025999650
Deck
Reinforced Concrete Top Flangesq. ft.3,52803,52800
Substructure
Reinforced Concrete Abutmentlinear ft.6056400
Prestressed Concrete Pileeach1801800
Reinforced Concrete Pier Caplinear ft.168167100
Joints
Pourable Jointlinear ft.1840230161
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.280280000