I0010 over CANAL NO. 3


+29.99669, -90.13350
29°59'48" N, 90°08'01" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I0010 over CANAL NO. 3
Structure number:022604501508794
Location:6.7 MI EAST OF LA 49
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1966
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,290 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:Better than present minimum criteria [7]
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:58.9 tons [53.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201781.0FairSatisfactorySatisfactoryGoodFO21290
January 201581.0FairSatisfactorySatisfactoryGoodFO20590
February 201379.0FairSatisfactorySatisfactoryGoodFO8200
February 201179.0FairSatisfactorySatisfactoryGoodFO8260
January 200979.0FairSatisfactorySatisfactoryGoodFO9030
November 200679.0FairSatisfactorySatisfactoryGoodFO13290
May 200479.0FairSatisfactorySatisfactoryGoodFO13670
June 200279.0FairSatisfactorySatisfactoryGoodFO15290
May 200081.0FairSatisfactorySatisfactoryGoodFO16070
February 199881.0FairSatisfactorySatisfactoryGoodFO15926
January 199581.0GoodGoodGoodGoodFO17189
May 199281.0GoodGoodGoodGoodFO17158

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Abutmentlinear ft.108108000
Reinforced Concrete Pileeach44000
Reinforced Concrete Pier Caplinear ft.2727000
Pourable Jointlinear ft.5405400
Bridge Rail
Other Material Bridge Raillinear ft.9809800
Reinforced Concrete Slabsq. ft.1,2151,215000