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LOCAL ROAD over CORPORATION CANAL

Map 

Coordinates:
+30.43167, -91.18667
30°25'54" N, 91°11'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over CORPORATION CANAL
Structure number:611730259911121
Location:BATON ROUGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:17°
Owner:County Highway Agency [02]
Year built:1971
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 1979]
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:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:82.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201582.2GoodGoodGoodGood-2500
November 201382.2GoodGoodVery GoodVery Good-2500
December 201182.2GoodGoodVery GoodVery Good-2500
December 200982.2GoodGoodVery GoodVery Good-2500
December 200782.2GoodVery GoodVery GoodVery Good-2500
January 200682.2GoodVery GoodVery GoodVery Good-2500
February 200482.2GoodVery GoodVery GoodVery Good-2500
February 200282.2GoodVery GoodVery GoodVery Good-2500
April 200082.2GoodVery GoodVery GoodVery Good-2500
May 199884.2GoodVery GoodVery GoodVery Good-2500
May 199683.2GoodGoodVery GoodGood-2500
June 199383.3GoodGoodVery GoodGood-2500
July 199183.3GoodGoodVery GoodGood-2500