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US0190 over JONES CREEK

Map

Coordinates:
+30.45634, -91.07530
30°27'23" N, 91°04'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0190 over JONES CREEK
Structure number:611700130501284
Location:US0190
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
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:8
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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:73.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$741,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactorySatisfactoryGood310073.7
July 2014FairSatisfactorySatisfactoryGood309073.5
July 2012FairSatisfactorySatisfactoryGood324073.5
July 2010GoodGoodGoodGood287076.6
July 2008GoodVery GoodVery GoodGood287076.6
July 2006FairSatisfactoryGoodVery Good304073.5
July 2004FairSatisfactoryGoodVery Good295073.5
July 2002FairSatisfactoryVery GoodVery Good295073.5
July 2000FairSatisfactoryVery GoodVery Good301273.5
July 1998FairSatisfactoryVery GoodVery Good276675.6
July 1996FairSatisfactoryVery GoodVery Good276675.6
July 1994FairSatisfactoryVery GoodVery Good376475.5
July 1992FairSatisfactoryVery GoodVery Good296175.6
July 1990FairSatisfactoryVery GoodVery Good296175.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Prestressed Concrete Pileeach2002000
Reinforced Concrete Pier Caplinear ft.226223030
Joints
Pourable Jointlinear ft.252025200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.320320000
Steel Protective Coatingsq. ft.1,6001,600000
Deck
Reinforced Concrete Slabsq. ft.3,85603,84880