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LOCAL ROAD over SAINT CHARLES CANAL

Map 

Coordinates:
+30.03077, -90.00916
30°01'51" N, 90°00'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over SAINT CHARLES CANAL
Structure number:023630018900052
Location:0.5 M E. OF NEW CASTLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:9
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:37.6 tons [34.2 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$547,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201569.9Functionally obsoleteSatisfactorySatisfactoryFair-
January 201380.9Functionally obsoleteSatisfactorySatisfactorySatisfactory-
February 201180.9Functionally obsoleteSatisfactorySatisfactorySatisfactory-
April 200980.9Functionally obsoleteSatisfactorySatisfactorySatisfactory-
March 200780.9Functionally obsoleteSatisfactorySatisfactorySatisfactory-
May 200580.9Functionally obsoleteSatisfactorySatisfactorySatisfactory-
July 200380.9Functionally obsoleteSatisfactorySatisfactorySatisfactory-
November 200169.9Functionally obsoleteSatisfactorySatisfactoryFair-
June 199968.9Functionally obsoleteFairGoodFair-
June 199780.9Functionally obsoleteSatisfactoryGoodSatisfactory-
June 199580.9Functionally obsoleteSatisfactoryGoodSatisfactory-
May 199369.9Functionally obsoleteSatisfactoryGoodFair-
June 199153.9Structurally deficientSatisfactoryGoodPoor-