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LOCAL ROAD over WARD CREEK

Map 

Coordinates:
+30.44238, -91.14289
30°26'33" N, 91°08'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over WARD CREEK
Structure number:611730266910861
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:106.0 ft. [32.3 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:28°
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:5,329 [as of 1979]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:35.6 tons [32.4 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:23.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$364,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201423.3Structurally deficientGoodSatisfactorySerious5329
May 201215.9Structurally deficientGoodSatisfactoryCritical5329
May 201055.9Functionally obsoleteSatisfactorySatisfactoryFair5329
May 200858.6Functionally obsoleteSatisfactorySatisfactoryFair5329
June 200666.1Functionally obsoleteGoodSatisfactorySatisfactory5329
July 200466.1Functionally obsoleteGoodSatisfactorySatisfactory5329
August 200266.1Functionally obsoleteGoodGoodSatisfactory5329
August 200066.1Functionally obsoleteGoodGoodSatisfactory5329
November 199867.1Functionally obsoleteGoodGoodSatisfactory5329
May 199678.1Functionally obsoleteSatisfactorySatisfactorySatisfactory5329
December 199366.1Functionally obsoleteFairFairFair5329
July 199166.1Functionally obsoleteFairFairFair5329