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CITY STREET over CORPORATION CANAL

Map 

Coordinates:
+30.42517, -91.18115
30°25'31" N, 91°10'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over CORPORATION CANAL
Structure number:611730256911081
Location:BATON ROUGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1970
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 1979]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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. ratingEvaluationDeckSuper.Sub.ADT
November 201582.2Not deficientVery GoodVery GoodVery Good2500
November 201382.2Not deficientVery GoodVery GoodVery Good2500
December 201182.2Not deficientVery GoodVery GoodVery Good2500
December 200982.2Not deficientVery GoodVery GoodVery Good2500
December 200782.2Not deficientVery GoodVery GoodVery Good2500
January 200682.2Not deficientVery GoodVery GoodVery Good2500
February 200482.2Not deficientVery GoodVery GoodVery Good2500
February 200282.2Not deficientVery GoodVery GoodVery Good2500
April 200082.2Not deficientVery GoodVery GoodVery Good2500
May 199883.2Not deficientVery GoodVery GoodVery Good2500
May 199683.2Not deficientGoodVery GoodGood2500
July 199383.3Not deficientGoodGoodGood2500
July 199183.3Not deficientGoodVery GoodGood2500