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THEOBALD STREET over HORSESHOE BAYOU

Map

Coordinates:
+33.43166, -91.03230
33°25'54" N, 91°01'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:THEOBALD STREET over HORSESHOE BAYOU
Structure number:SA7600000000246
Location:SEC 10 T18N R 8W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,050 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Operating rating:24.8 tons [22.5 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:45.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$316,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201745.4FairGoodSatisfactoryFairFO1050
January 201643.3FairGoodSatisfactoryFairFO1050
January 201543.3FairGoodSatisfactoryFairFO1050
January 201443.3FairGoodSatisfactoryFairFO1050
January 201243.3FairGoodSatisfactoryFairFO1050
January 201045.4FairGoodSatisfactoryFairFO1050
January 200845.4FairGoodSatisfactoryFairFO1050
February 200645.4FairGoodSatisfactoryFairFO1050
January 200445.4FairGoodSatisfactoryFairFO1050
March 200245.4FairGoodSatisfactoryFairFO1050
February 200054.5GoodGoodGoodGoodFO1050
March 199854.5GoodGoodGoodGoodFO1050
March 199654.5GoodGoodGoodGoodFO1050