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CITY STREET over CORPORATION CANAL

Map

Coordinates:
+30.41333, -91.17170
30°24'48" N, 91°10'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CITY STREET over CORPORATION CANAL
Structure number:611730248911031
Location:L.S.U CAMPUS
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:95.1 ft. [29.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:35.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$333,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017PoorFairFairSerious-35.0
December 2015PoorFairFairSerious-35.0
December 2013PoorFairFairSerious-44.9
January 2012PoorFairFairSerious-44.9
February 2010PoorSatisfactoryGoodSerious-45.9
February 2008PoorSatisfactoryGoodSerious-45.9
March 2006PoorSatisfactoryGoodSerious-45.9
June 2004PoorSatisfactoryGoodPoor-59.9
June 2002FairGoodGoodFair-75.9
August 2000FairGoodGoodFair-78.9
July 1998FairGoodGoodSatisfactory-89.9
August 1996FairGoodSatisfactorySatisfactory-89.9
September 1993FairSatisfactorySatisfactorySatisfactory-89.9
June 1991FairSatisfactorySatisfactorySatisfactory-88.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Abutmentlinear ft.100010000
Timber Pileeach53384101
Reinforced Concrete Pier Caplinear ft.2402201190
Joints
Pourable Jointlinear ft.240024000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.266266000
Steel Protective Coatingsq. ft.886886000
Deck
Reinforced Concrete Slabsq. ft.3,32503,312130