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I0010 over WARDS CREEK

Map

Coordinates:
+30.42114, -91.12410
30°25'16" N, 91°07'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I0010 over WARDS CREEK
Structure number:611704501004502
Location:I0010
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:55.1 ft. [16.8 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1967
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:3
Main spans material:Steel [3]
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:106,140 [as of 2015]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:80.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairGoodSatisfactorySatisfactory10614080.2
September 2014FairGoodSatisfactorySatisfactory10506080.3
September 2012FairGoodSatisfactorySatisfactory10092080.7
October 2010FairGoodSatisfactorySatisfactory11796079.0
October 2008FairGoodSatisfactorySatisfactory11154079.6
September 2006GoodGoodGoodVery Good9252081.6
September 2004FairSatisfactoryVery GoodVery Good8778082.0
September 2002FairSatisfactoryVery GoodVery Good8538082.3
August 2000FairSatisfactoryVery GoodVery Good7563383.3
August 1998FairSatisfactoryVery GoodVery Good7563383.3
August 1996FairSatisfactoryVery GoodVery Good8053482.8
August 1994FairSatisfactoryVery GoodVery Good7599084.8
August 1992FairSatisfactoryVery GoodVery Good4904487.0
August 1990FairSatisfactoryVery GoodVery Good4904487.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3802,380000
Steel Protective Coatingsq. ft.18,222018,22200
Deck
Reinforced Concrete Decksq. ft.11,730011,661690
Substructure
Reinforced Concrete Abutmentlinear ft.29019302869
Reinforced Concrete Pileeach2423010
Reinforced Concrete Pier Caplinear ft.250241090
Joints
Open Jointlinear ft.8484000
Assembly without Seal Jointlinear ft.2521688400
Bearings
Elastomeric Bearingeach3636000
Movable Bearingeach2424000
Steel Protective Coatingsq. ft.704070400
Fixed Bearingeach2424000
Steel Protective Coatingsq. ft.704070400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.340340000