+30.37039, -90.55344
30°22'13" N, 90°33'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0022 over TICKFAW RIVER
Structure number:623202600502101
Location:2.1 MI FR JCT LA444-LA22
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:105.0 ft. [32.0 m]
Total length:3655.0 ft. [1114.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:50
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,800 [as of 2015]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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:76.2 tons [69.3 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:85.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201685.5GoodVery GoodVery GoodVery Good-4800
February 201484.9GoodVery GoodVery GoodVery Good-6800
January 201284.9GoodVery GoodVery GoodVery Good-6300
January 201084.9GoodVery GoodVery GoodVery Good-5800
May 200891.8GoodVery GoodVery GoodVery Good-2700
April 200692.1GoodVery GoodVery GoodVery Good-2600
January 20040.0GoodVery GoodVery GoodVery Good-2400
May 20020.0GoodVery GoodVery GoodVery Good-2500
April 20000.0GoodExcellentExcellentExcellent-2500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.21,90021,900000
Reinforced Concrete Decksq. ft.160,600160,600000
Reinforced Concrete Pier Walllinear ft.2020000
Reinforced Concrete Abutmentlinear ft.176176000
Reinforced Concrete Pile Cap/Footinglinear ft.1313000
Prestressed Concrete Pileeach190190000
Reinforced Concrete Pileeach88000
Reinforced Concrete Pier Caplinear ft.2,1562,156000
Compression Jointlinear ft.616061600
Elastomeric Bearingeach608608000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7,3007,300000