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LA0091 over B. PLAQ. BRULE/ESTHERWOO

Map

Coordinates:
+30.19739, -92.46340
30°11'51" N, 92°27'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0091 over B. PLAQ. BRULE/ESTHERWOO
Structure number:030108010901171
Location:1.2 MI N of US 90
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:162.1 ft. [49.4 m]
Total length:337.9 ft. [103.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance above deck:20.7 ft. [6.3 m]
Vertical clearance below bridge:997.4 ft. [304.0 m]
Owner:State Highway Agency [01]
Year built:1975
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:10
Main spans material:Steel [3]
Main spans design:Movable - Swing [17]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Other [9]

Latest Available Inspection: 2051

Good/Fair/Poor Condition:Poor
Average daily traffic:3,000 [as of 2016]
Truck traffic:1% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Sufficiency rating:485.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2051Poor7 out of 103000485.0
May 2017PoorN out of 10250049.1
June 2015FairN out of 10250065.8
May 2013FairN out of 10260071.9
November 2011FairN out of 10280072.8
June 2011FairN out of 10280072.8
March 2011FairN out of 10290072.7
November 2009FairN out of 10370072.1
December 2008FairN out of 10360072.1
December 2007FairN out of 10350072.2
November 2006PoorN out of 10410036.7
November 2005FairN out of 10400071.8
December 2004FairN out of 10380072.0
November 2003FairN out of 10330072.4
December 2002PoorN out of 10320038.3
October 2001PoorN out of 10373737.3
October 2000PoorN out of 10373737.3
October 1999PoorN out of 10373737.3
April 1999PoorN out of 10373737.3
December 1997PoorN out of 10189842.8
April 1997PoorN out of 10195542.7
November 1995PoorN out of 10234239.9
November 1994PoorN out of 10239439.8
November 1993PoorN out of 10234739.9
April 1993PoorN out of 10216440.2
June 1992PoorN out of 10216440.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.4804324800
Steel Protective Coatingsq. ft.3,44003,44000
Deck
Reinforced Concrete Decksq. ft.4,72504,682430
Superstructure
Steel Floor Beamlinear ft.6406400
Steel Protective Coatingsq. ft.394003940
Substructure
Timber Abutmentlinear ft.107107000
Steel Pileeach66000
Timber Pileeach52341161
Reinforced Concrete Pier Caplinear ft.308304130
Deck
Open Grid Decksq. ft.2,00001,990100
Steel Protective Coatingsq. ft.7,0010007,001
Joints
Pourable Jointlinear ft.243002430
Bearings
Fixed Bearingeach123135
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.678678000
Steel Protective Coatingsq. ft.3,3903,390000