US0190 over US 190 OVER US 61-SCENIC


+30.50844, -91.17220
30°30'30" N, 91°10'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0190 over US 190 OVER US 61-SCENIC
Structure number:611700079010822
Location:2.30 MI E OF LA 1
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:19,440 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:19.8
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
May 2017PoorSatisfactorySeriousPoor1944019.8
May 2015PoorSatisfactorySeriousPoor1944019.4
June 2013PoorSatisfactorySeriousPoor1638021.1
June 2011PoorSatisfactoryPoorPoor1698042.6
May 2010PoorSatisfactoryPoorPoor1692042.6
May 2009PoorSatisfactoryPoorPoor1692042.6
May 2008FairSatisfactoryFairSatisfactory1692059.0
May 2007FairSatisfactoryFairSatisfactory1686059.0
May 2005FairSatisfactorySatisfactorySatisfactory1860070.3
May 2003FairSatisfactorySatisfactorySatisfactory1818070.4
May 2001FairSatisfactorySatisfactorySatisfactory1602159.8
May 2000FairSatisfactorySatisfactorySatisfactory1602157.8
May 1999FairSatisfactorySatisfactorySatisfactory1739457.6
May 1997FairVery GoodSatisfactorySatisfactory1739458.6
May 1995FairVery GoodSatisfactorySatisfactory1475258.5
May 1993FairSatisfactorySatisfactorySatisfactory1140358.9
May 1991FairSatisfactorySatisfactorySatisfactory1227358.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,00394118440
Reinforced Concrete Decksq. ft.5,9785,9195900
Wearing Surfacessq. ft.5,1405,0786200
Reinforced Concrete Columneach1000100
Reinforced Concrete Abutmentlinear ft.6256600
Reinforced Concrete Pier Caplinear ft.156916500
Pourable Jointlinear ft.210002100
Movable Bearingeach3003000
Steel Protective Coatingsq. ft.9000900
Fixed Bearingeach3000282
Steel Protective Coatingsq. ft.9000900
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.409409000
Steel Protective Coatingsq. ft.2,0452,045000