US0190 over US 190 OVER US 61-SCENIC


+30.50855, -91.17206
30°30'31" N, 91°10'19" 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
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:14.8 ft. [4.5 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]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201719.8PoorSatisfactorySeriousPoorSD19440
May 201519.4PoorSatisfactorySeriousPoorSD19440
June 201321.1PoorSatisfactorySeriousPoorSD16380
June 201142.6PoorSatisfactoryPoorPoorSD16980
May 201042.6PoorSatisfactoryPoorPoorSD16920
May 200942.6PoorSatisfactoryPoorPoorSD16920
May 200859.0FairSatisfactoryFairSatisfactoryFO16920
May 200759.0FairSatisfactoryFairSatisfactoryFO16860
May 200570.3FairSatisfactorySatisfactorySatisfactoryFO18600
May 200370.4FairSatisfactorySatisfactorySatisfactoryFO18180
May 200159.8FairSatisfactorySatisfactorySatisfactoryFO16021
May 200057.8FairSatisfactorySatisfactorySatisfactoryFO16021
May 199957.6FairSatisfactorySatisfactorySatisfactoryFO17394
May 199758.6FairVery GoodSatisfactorySatisfactoryFO17394
May 199558.5FairVery GoodSatisfactorySatisfactoryFO14752
May 199358.9FairSatisfactorySatisfactorySatisfactoryFO11403
May 199158.8FairSatisfactorySatisfactorySatisfactoryFO12273