Jewella over AIRPORT DITCH


+32.43833, -93.79670
32°26'18" N, 93°47'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Jewella over AIRPORT DITCH
Structure number:040932263934782
Location:0.2 MI. SO.OF LA 511
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,178 [as of 1979]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$348,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactoryFair2017857.1
March 2015FairSatisfactorySatisfactoryFair2017857.1
March 2013FairSatisfactorySatisfactoryFair2017860.1
March 2011FairSatisfactorySatisfactorySatisfactory2017872.6
March 2009FairSatisfactorySatisfactorySatisfactory2017872.6
March 2007FairSatisfactorySatisfactorySatisfactory2017872.6
March 2005FairSatisfactorySatisfactorySatisfactory2017872.6
March 2003FairSatisfactorySatisfactorySatisfactory2017872.6
February 2001FairSatisfactorySatisfactorySatisfactory2017872.6
March 1999FairSatisfactorySatisfactorySatisfactory2017872.6
March 1997FairSatisfactorySatisfactorySatisfactory2017872.6
March 1995FairSatisfactorySatisfactorySatisfactory2017872.1
March 1993FairSatisfactorySatisfactorySatisfactory2017872.1
March 1991FairSatisfactorySatisfactorySatisfactory2017872.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.805116130
Reinforced Concrete Pileeach2020000
Reinforced Concrete Pier Caplinear ft.144134640
Pourable Jointlinear ft.1681284000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.200200000
Reinforced Concrete Slabsq. ft.2,80002,79640