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LA1010 over LABADIEVILLE DRAIN 2

Map

Coordinates:
+29.82011, -90.96569
29°49'12" N, 90°57'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA1010 over LABADIEVILLE DRAIN 2
Structure number:610408041700751
Location:1.6 M SW of LA 1&LA 398
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1980
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 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:970 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Scour calculation/evaluation has not been made. [6]
Sufficiency rating:53.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$229,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorSatisfactorySatisfactoryPoor97053.7
January 2016PoorSatisfactorySatisfactoryPoor101053.6
January 2014PoorSatisfactorySatisfactoryPoor129052.8
August 2011FairSatisfactorySatisfactoryFair139069.6
June 2010PoorSatisfactoryVery GoodPoor139055.5
May 2009PoorSatisfactoryVery GoodPoor139055.5
May 2008PoorVery GoodVery GoodPoor138054.5
May 2006FairVery GoodVery GoodSatisfactory138083.0
May 2004GoodVery GoodVery GoodVery Good11693.8
May 2002GoodVery GoodVery GoodVery Good9293.8
May 2000GoodVery GoodVery GoodVery Good7493.9
May 1998GoodVery GoodVery GoodVery Good13193.8
May 1996GoodVery GoodVery GoodVery Good12193.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Abutmentlinear ft.5600560
Steel Pileeach22000
Steel Protective Coatingsq. ft.4747000
Timber Pileeach1813302
Steel Pier Caplinear ft.55000
Steel Protective Coatingsq. ft.3030000
Timber Pier Caplinear ft.8484000
Joints
Pourable Jointlinear ft.8400084
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8080000
Steel Protective Coatingsq. ft.400400000
Deck
Reinforced Concrete Slabsq. ft.1,0641,063100
Wearing Surfacessq. ft.9128310810