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US0190 over LIVELY BAYOU

Map 

Coordinates:
+30.46221, -91.03635
30°27'44" N, 91°02'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0190 over LIVELY BAYOU
Structure number:611700130503641
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:100.1 ft. [30.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
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: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 2014 

Status:Open, no restriction [A]
Average daily traffic:16,500 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:59.1
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201459.1Functionally obsoleteGoodGoodGood16500
July 201259.4Functionally obsoleteGoodGoodGood15000
July 201059.7Functionally obsoleteGoodGoodGood13260
July 200859.7Functionally obsoleteGoodVery GoodGood13260
July 200659.4Functionally obsoleteGoodVery GoodGood15000
July 200459.5Functionally obsoleteGoodVery GoodVery Good14340
July 200259.2Functionally obsoleteVery GoodVery GoodVery Good16080
July 200059.1Functionally obsoleteVery GoodVery GoodVery Good16358
July 199867.3Functionally obsoleteVery GoodVery GoodVery Good17496
July 199667.1Functionally obsoleteVery GoodVery GoodVery Good19279
July 199467.7Functionally obsoleteSatisfactoryVery GoodVery Good18368
July 199268.0Functionally obsoleteSatisfactoryVery GoodVery Good16389
July 199068.0Functionally obsoleteSatisfactoryVery GoodVery Good16389