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I0010 over WARD CR DIVERSION CANAL

Map

Coordinates:
+30.36361, -91.04380
30°21'49" N, 91°02'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I0010 over WARD CR DIVERSION CANAL
Structure number:611704501010831
Location:I0010
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:303.2 ft. [92.4 m]
Roadway width between curbs:58.4 ft. [17.8 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1974
Year reconstructed:2013
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:5
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:41,900 [as of 2016]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:94.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodVery GoodGood4190094.1
September 2015GoodGoodVery GoodGood5568092.8
October 2013GoodGoodVery GoodGood5442092.9
December 2011GoodGoodVery GoodGood5178087.8
January 2010GoodGoodVery GoodGood4902088.1
February 2008FairSatisfactoryVery GoodGood4350087.7
February 2006FairSatisfactoryVery GoodGood4032088.0
February 2004GoodGoodVery GoodVery Good3750088.3
February 2002GoodGoodVery GoodVery Good3288185.5
February 2000GoodGoodVery GoodVery Good2746286.0
February 1998GoodVery GoodVery GoodVery Good2746287.0
February 1996GoodVery GoodVery GoodVery Good3114687.3
February 1994GoodVery GoodVery GoodVery Good2597187.7
February 1992GoodVery GoodVery GoodVery Good2612487.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,3223,322000
Deck
Reinforced Concrete Decksq. ft.22,65022,21214370
Substructure
Reinforced Concrete Abutmentlinear ft.2202002000
Prestressed Concrete Pileeach3232000
Reinforced Concrete Pier Caplinear ft.300300000
Joints
Compression Jointlinear ft.450045000
Bearings
Elastomeric Bearingeach110110000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6005900100
Steel Protective Coatingsq. ft.3,3003,300000