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US 231/SR 54 over WHITE RIV, CR 150W

Map

Coordinates:
+39.02739, -86.96673
39°01'39" N, 86°58'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 231/SR 54 over WHITE RIV, CR 150W
Structure number:019630
Location:01.57 N SR 54
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:133.9 ft. [40.8 m]
Total length:1514.2 ft. [461.5 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:9
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,950 [as of 2006]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:89.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,994,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood895089.8
May 2015GoodGoodGoodGood895089.8
May 2013GoodGoodGoodGood895089.8
May 2011GoodGoodGoodGood895089.8
December 2009GoodGoodVery GoodVery Good866188.0
December 2007GoodGoodVery GoodVery Good866188.0
December 2005GoodGoodVery GoodVery Good866188.0
December 2003GoodGoodVery GoodVery Good849188.2
February 2002GoodGoodVery GoodVery Good849188.2
January 2000GoodGoodVery GoodVery Good753487.3
December 1997GoodGoodVery GoodVery Good753487.3
February 1996GoodGoodVery GoodVery Good732987.6
June 1994GoodExcellentExcellentExcellent670090.5
March 1992PoorSeriousSeriousPoor67002.0
May 1990PoorSeriousSeriousPoor67008.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,6211,621000
Other Material Girder/Beamlinear ft.4,7884,784400
Deck
Reinforced Concrete Decksq. ft.73,12673,126000
Substructure
Reinforced Concrete Pier Walllinear ft.4854107500
Reinforced Concrete Abutmentlinear ft.9898000
Joints
Strip Seal Jointlinear ft.242242000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,0283,026200