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LA0067 over WHITE CREEK

Map

Coordinates:
+30.61669, -91.11530
30°37'00" N, 91°06'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0067 over WHITE CREEK
Structure number:611700600204151
Location:LA 67
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.0 ft. [6.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Owner:State Highway Agency [01]
Year built:1988
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:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:78.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodGoodSatisfactory1300078.0
May 2015FairGoodGoodSatisfactory1300078.0
July 2013FairGoodGoodSatisfactory1290078.0
September 2011GoodVery GoodVery GoodGood1330079.0
April 2009FairVery GoodVery GoodSatisfactory1260080.0
April 2007GoodGoodGoodGood1230079.0
April 2005GoodVery GoodVery GoodVery Good1330079.0
April 2003GoodVery GoodVery GoodVery Good1300079.0
April 2001GoodVery GoodVery GoodVery Good1215879.0
April 1999GoodVery GoodVery GoodVery Good1132780.0
April 1997GoodVery GoodVery GoodVery Good1262980.0
April 1995GoodVery GoodVery GoodVery Good1238180.0
April 1993GoodVery GoodVery GoodVery Good941980.0
April 1991GoodVery GoodVery GoodVery Good941980.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.101100100
Prestressed Concrete Pileeach2525000
Reinforced Concrete Pier Caplinear ft.235227530
Joints
Pourable Jointlinear ft.3072850220
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000
Deck
Reinforced Concrete Slabsq. ft.5,6405,47301670