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LOCAL ROAD over LAWRENCE CANAL

Map 

Coordinates:
+30.02508, -89.99629
30°01'30" N, 89°59'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over LAWRENCE CANAL
Structure number:023630015895981
Location:0.1 MI. E. OF BENTLE
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:76.1 ft. [23.2 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1975
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:4
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: February 2015 

Status:Open, no restriction [A]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:61.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$274,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201561.9Structurally deficientGoodGoodPoor-
February 201359.9Structurally deficientGoodGoodPoor-
March 201159.9Structurally deficientSatisfactorySatisfactoryPoor-
April 200959.9Structurally deficientSatisfactorySatisfactoryPoor-
March 200774.9Not deficientFairGoodFair-
June 200574.9Not deficientFairGoodFair-
June 200359.9Structurally deficientSatisfactoryGoodPoor-
December 200159.9Structurally deficientSatisfactoryGoodPoor-
June 199959.9Structurally deficientSatisfactoryGoodPoor-
July 199759.9Structurally deficientSatisfactoryGoodPoor-
June 199575.9Not deficientSatisfactoryGoodFair-
May 199386.9Not deficientSatisfactoryGoodGood-
June 199188.9Not deficientSatisfactoryGoodGood-