I0110 over LA 408; BADLEY ST; PARK


+30.52122, -91.16160
30°31'16" N, 91°09'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I0110 over LA 408; BADLEY ST; PARK
Structure number:611704509206432
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.2 ft. [22.3 m]
Total length:6085.3 ft. [1854.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1982
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:53
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:36,900 [as of 2015]
Truck traffic:7% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:74.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201674.3Not deficientGoodGoodGood36900
February 201475.0Not deficientGoodGoodGood30960
February 201275.0Not deficientGoodGoodGood30600
March 201074.8Not deficientSatisfactoryVery GoodVery Good32040
March 200875.1Not deficientSatisfactoryGoodVery Good29700
March 200688.2Not deficientSatisfactoryGoodVery Good24840
February 200488.3Not deficientSatisfactoryVery GoodVery Good23820
February 200288.5Not deficientSatisfactoryVery GoodVery Good22113
February 200088.6Not deficientSatisfactoryVery GoodVery Good23160
February 199888.6Not deficientSatisfactoryVery GoodVery Good23160
February 199686.9Functionally obsoleteSatisfactoryVery GoodVery Good25387
February 199487.4Functionally obsoleteSatisfactoryVery GoodVery Good18898
February 199286.8Functionally obsoleteSatisfactoryVery GoodVery Good25723