+32.39776, -91.19930
32°23'52" N, 91°11'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0065 over WALNUT BAYOU
Structure number:053300200612581
Location:.15 MI NORTH OF I-20
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:226.1 ft. [68.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1963
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:9
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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,900 [as of 2015]
Truck traffic:19% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:71.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$997,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory890071.4
April 2015FairSatisfactorySatisfactorySatisfactory890071.2
July 2013FairSatisfactorySatisfactorySatisfactory1000070.5
July 2011FairSatisfactorySatisfactorySatisfactory1210069.1
June 2009FairSatisfactorySatisfactorySatisfactory1280068.7
July 2007FairSatisfactorySatisfactorySatisfactory1370066.1
April 2005FairSatisfactorySatisfactorySatisfactory1490080.0
October 2002FairSatisfactorySatisfactorySatisfactory1770078.5
June 2000FairSatisfactorySatisfactorySatisfactory1754276.6
May 1998FairSatisfactorySatisfactorySatisfactory985780.7
June 1997FairSatisfactorySatisfactorySatisfactory985780.7
May 1996FairSatisfactorySatisfactorySatisfactory985780.7
March 1994FairSatisfactorySatisfactorySatisfactory1137480.1
March 1992FairSatisfactorySatisfactorySatisfactory851881.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.181181000
Prestressed Concrete Pileeach8080000
Reinforced Concrete Pier Caplinear ft.6506351050
Pourable Jointlinear ft.789789000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4524322000
Reinforced Concrete Slabsq. ft.12,65611,6364545660