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THEOBALD STREET over MAIN CANAL NO. 9

Map

Coordinates:
+33.43634, -91.02754
33°26'11" N, 91°01'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:THEOBALD STREET over MAIN CANAL NO. 9
Structure number:SA7600000000247
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:120.1 ft. [36.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1977
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:Prestressed concrete [5]
Main spans 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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,050 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:86.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201686.3GoodGoodGoodGood-1050
January 201475.3FairGoodGoodFair-1050
January 201286.3GoodGoodGoodGood-1050
January 201086.3GoodGoodGoodGood-1050
January 200886.3GoodGoodGoodGood-1050
February 200686.3GoodGoodGoodGood-1050
January 200486.3GoodGoodGoodGood-1050
March 200286.3GoodGoodGoodGood-1050
February 200086.3GoodGoodGoodGood-1050
March 199886.3GoodVery GoodVery GoodVery Good-1050
March 199686.3GoodVery GoodVery GoodVery Good-1050