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LOCAL ROAD over CORPORATION CANAL

Map 

Coordinates:
+30.41878, -91.17456
30°25'08" N, 91°10'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over CORPORATION CANAL
Structure number:611730251911041
Location:BATON ROUGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:18.0 ft. [5.5 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Skew angle:17°
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 9 / H 10 [1]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Posted for load [P]
Average daily traffic:1,500 [as of 1980]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:7.9 tons [7.2 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:40.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$241,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201640.5Structurally deficientSatisfactorySatisfactoryPoor1500
February 201440.5Structurally deficientSatisfactorySatisfactoryPoor1500
February 201269.5Structurally deficientSatisfactorySatisfactoryPoor1500
February 201096.6Not deficientGoodGoodSatisfactory1500
February 200894.6Not deficientGoodGoodGood1500
March 200695.4Not deficientGoodGoodGood1500
June 200495.4Not deficientGoodGoodGood1500
June 200295.4Not deficientGoodGoodGood1500
August 200095.4Not deficientGoodGoodGood1500
June 199896.4Not deficientGoodVery GoodGood1500
May 199696.4Not deficientSatisfactorySatisfactorySatisfactory1500
September 199397.4Not deficientSatisfactorySatisfactorySatisfactory1500
June 199198.4Not deficientSatisfactorySatisfactorySatisfactory1500