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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 2014 

Status:Open, no restriction [A]
Average daily traffic:2,750 [as of 2014]
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:42.6 tons [38.7 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$498,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201470.8Functionally obsoleteSatisfactorySatisfactoryVery Good2750
July 201270.9Functionally obsoleteSatisfactorySatisfactoryVery Good2500
July 201070.9Functionally obsoleteGoodGoodGood2210
July 200870.9Functionally obsoleteGoodGoodVery Good2210
July 200670.9Functionally obsoleteSatisfactoryGoodVery Good2500
July 200470.9Functionally obsoleteSatisfactoryGoodVery Good2390
July 200270.8Functionally obsoleteSatisfactoryVery GoodVery Good2680
July 200070.8Functionally obsoleteSatisfactoryVery GoodVery Good2726
July 199870.8Functionally obsoleteSatisfactoryVery GoodVery Good2916
July 199670.8Functionally obsoleteSatisfactoryVery GoodVery Good3213
July 199469.9Functionally obsoleteSatisfactoryVery GoodVery Good3061
July 199270.9Functionally obsoleteSatisfactoryVery GoodVery Good2731
July 199070.9Functionally obsoleteSatisfactoryVery GoodVery Good2731