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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:611700130503643
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:Equal to present minimum criteria [6]
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 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:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:71.1
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201671.1FairSatisfactorySatisfactoryVery GoodFO2790
July 201470.8FairSatisfactorySatisfactoryVery GoodFO2750
July 201270.9FairSatisfactorySatisfactoryVery GoodFO2500
July 201070.9GoodGoodGoodGoodFO2210
July 200870.9GoodGoodGoodVery GoodFO2210
July 200670.9FairSatisfactoryGoodVery GoodFO2500
July 200470.9FairSatisfactoryGoodVery GoodFO2390
July 200270.8FairSatisfactoryVery GoodVery GoodFO2680
July 200070.8FairSatisfactoryVery GoodVery GoodFO2726
July 199870.8FairSatisfactoryVery GoodVery GoodFO2916
July 199670.8FairSatisfactoryVery GoodVery GoodFO3213
July 199469.9FairSatisfactoryVery GoodVery GoodFO3061
July 199270.9FairSatisfactoryVery GoodVery GoodFO2731
July 199070.9FairSatisfactoryVery GoodVery GoodFO2731