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LOCAL ROAD over WARD CREEK

Map 

Coordinates:
+30.43591, -91.13293
30°26'09" N, 91°07'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over WARD CREEK
Structure number:611730261910801
Location:BATON ROUGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Owner:County Highway Agency [02]
Year built:1967
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:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:11,676 [as of 1979]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:81.2 tons [73.8 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$633,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201575.9Functionally obsoleteGoodGoodGood11676
July 201375.9Functionally obsoleteGoodGoodGood11676
July 201175.9Functionally obsoleteGoodGoodGood11676
July 200975.9Functionally obsoleteGoodGoodGood11676
July 200775.9Functionally obsoleteGoodVery GoodVery Good11676
January 200675.9Functionally obsoleteVery GoodVery GoodVery Good11676
February 200475.9Functionally obsoleteVery GoodVery GoodVery Good11676
February 200275.9Functionally obsoleteVery GoodVery GoodVery Good11676
March 200075.9Functionally obsoleteVery GoodVery GoodVery Good11676
April 199876.9Functionally obsoleteVery GoodVery GoodVery Good11676
May 199676.9Functionally obsoleteGoodVery GoodVery Good11676
February 199676.7Functionally obsoleteGoodVery GoodVery Good11676
October 199376.7Functionally obsoleteGoodVery GoodVery Good11676
July 199176.7Functionally obsoleteSatisfactoryVery GoodGood11676