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US0190 over LIVELY BAYOU

Map

Coordinates:
+30.46249, -91.03650
30°27'45" N, 91°02'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0190 over LIVELY BAYOU
Structure number:611700130503644
Location:US0190
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:29.5 ft. [9.0 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:5
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:2,790 [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:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:59.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$498,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactorySatisfactoryVery Good279059.4
July 2014FairSatisfactorySatisfactoryVery Good275070.8
July 2012FairSatisfactorySatisfactoryVery Good250070.9
July 2010FairSatisfactoryGoodGood221070.9
July 2008FairSatisfactoryVery GoodVery Good221070.9
July 2006FairSatisfactoryVery GoodVery Good250070.9
July 2004FairSatisfactoryVery GoodVery Good239070.9
July 2002FairSatisfactoryVery GoodVery Good268070.8
July 2000FairSatisfactoryVery GoodVery Good272670.8
July 1998FairSatisfactoryVery GoodVery Good291670.8
July 1996FairSatisfactoryVery GoodVery Good321370.8
July 1994FairSatisfactoryVery GoodVery Good306169.9
July 1992FairSatisfactoryVery GoodVery Good273170.9
July 1990FairSatisfactoryVery GoodVery Good273170.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6560500
Prestressed Concrete Pileeach168800
Reinforced Concrete Pier Caplinear ft.118118000
Joints
Pourable Jointlinear ft.144014400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200200000
Steel Protective Coatingsq. ft.1,0001,000000
Deck
Reinforced Concrete Slabsq. ft.2,41002,40730