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US0190 over JONES CREEK

Map

Coordinates:
+30.45596, -91.07490
30°27'21" N, 91°04'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0190 over JONES CREEK
Structure number:611700130501283
Location:US0190
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1961
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:10
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,100 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$897,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactorySatisfactorySatisfactory310064.2
July 2014FairSatisfactorySatisfactorySatisfactory309077.4
July 2012FairSatisfactorySatisfactorySatisfactory324077.3
July 2010GoodGoodGoodGood287080.4
July 2008GoodVery GoodGoodGood287080.4
July 2006FairSatisfactoryVery GoodVery Good304079.4
July 2004FairSatisfactoryVery GoodVery Good295079.4
July 2002GoodGoodVery GoodVery Good295079.4
July 2000GoodGoodVery GoodVery Good301279.4
July 1998GoodGoodVery GoodVery Good276679.4
July 1996GoodGoodVery GoodVery Good276679.4
July 1994GoodGoodVery GoodVery Good376479.4
July 1992GoodGoodVery GoodVery Good296179.4
July 1990GoodGoodVery GoodVery Good296179.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.8179020
Prestressed Concrete Pileeach2826200
Reinforced Concrete Pier Caplinear ft.274267070
Joints
Pourable Jointlinear ft.306003060
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.400400000
Steel Protective Coatingsq. ft.2,0002,000000
Deck
Reinforced Concrete Slabsq. ft.4,80004,79280