I0110 over LA 408; BADLEY ST; PARK


+30.53267, -91.17000
30°31'58" N, 91°10'12" 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:52.2 ft. [15.9 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,500 [as of 2016]
Truck traffic:9% 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: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: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]
Sufficiency rating:72.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood3150072.9
February 2016GoodGoodGoodGood3690074.3
February 2014GoodGoodGoodGood3096075.0
February 2012GoodGoodGoodGood3060075.0
March 2010FairSatisfactoryVery GoodVery Good3204074.8
March 2008FairSatisfactoryGoodVery Good2970075.1
March 2006FairSatisfactoryGoodVery Good2484088.2
February 2004FairSatisfactoryVery GoodVery Good2382088.3
February 2002FairSatisfactoryVery GoodVery Good2211388.5
February 2000FairSatisfactoryVery GoodVery Good2316088.6
February 1998FairSatisfactoryVery GoodVery Good2316088.6
February 1996FairSatisfactoryVery GoodVery Good2538786.9
February 1994FairSatisfactoryVery GoodVery Good1889887.4
February 1992FairSatisfactoryVery GoodVery Good2572386.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,9921,992000
Steel Protective Coatingsq. ft.61,72359,7311,99200
Prestressed Concrete Girder/Beamlinear ft.47,92447,74111820
Reinforced Concrete Decksq. ft.334,500334,34701530
Reinforced Concrete Columneach1631422100
Reinforced Concrete Abutmentlinear ft.3393040350
Reinforced Concrete Pier Caplinear ft.4,6204,611540
Strip Seal Jointlinear ft.106106000
Compression Jointlinear ft.1,8531,8120410
Elastomeric Bearingeach1,2921,283540
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.12,08012,080000