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LOCAL ROAD over N. BRANCH WARDS CREEK

Map

Coordinates:
+30.43167, -91.09170
30°25'54" N, 91°05'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL ROAD over N. BRANCH WARDS CREEK
Structure number:611730259910551
Location:BATON ROUGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:118.4 ft. [36.1 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:1968
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 1980]
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: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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$222,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Good7 out of 10100077.9
June 2015Good7 out of 10100077.9
July 2013Good7 out of 10100077.9
July 2011Good7 out of 10100077.9
July 2009Good7 out of 10100077.9
July 2007Good7 out of 10100077.9
July 2005Good7 out of 10100077.9
August 2003Good7 out of 10100077.9
September 2001Good7 out of 10100077.9
October 1999Good7 out of 10100077.9
January 1998Good7 out of 10100078.9
May 1996Good7 out of 10100078.9
June 1993Good7 out of 10100078.9
June 1991Good7 out of 10100078.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.456455100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.104104000
Steel Protective Coatingsq. ft.653065300