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US0190 over JONES CREEK

Map

Coordinates:
+30.45609, -91.07500
30°27'22" 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:611700130501281
Location:US0190
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.0 ft. [6.1 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1958
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:18,600 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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:66.5
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 2016FairSatisfactorySatisfactoryGood1860066.5
July 2014FairSatisfactorySatisfactoryGood1854071.5
July 2012FairSatisfactorySatisfactoryGood1944071.4
July 2010GoodGoodGoodGood1722074.7
July 2008GoodGoodVery GoodVery Good1722074.7
July 2006GoodGoodVery GoodVery Good1824073.6
July 2004GoodGoodVery GoodVery Good1770073.6
July 2002GoodGoodVery GoodVery Good1770073.6
July 2000GoodVery GoodVery GoodVery Good1807473.6
July 1998GoodVery GoodVery GoodVery Good1659774.8
July 1996GoodVery GoodVery GoodVery Good1659774.8
July 1994GoodGoodVery GoodVery Good2258774.6
July 1992FairSatisfactoryVery GoodVery Good1776775.1
July 1990FairSatisfactoryVery GoodVery Good1776775.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7776100
Prestressed Concrete Pileeach35201500
Reinforced Concrete Pier Caplinear ft.262261100
Joints
Pourable Jointlinear ft.288000288
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3203101000
Steel Protective Coatingsq. ft.1,6001,600000
Deck
Reinforced Concrete Slabsq. ft.4,4804,463980
Wearing Surfacessq. ft.4,4804,4522800