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EAGLE ST over EUBANKS CR

Map

Coordinates:
+32.34775, -90.17086
32°20'52" N, 90°10'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAGLE ST over EUBANKS CR
Structure number:SA2500000000230
Location:SEC 23 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
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:3
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:86.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodVery GoodGood10086.5
February 2016GoodGoodVery GoodVery Good10086.5
February 2014GoodVery GoodVery GoodVery Good10086.5
February 2012GoodVery GoodVery GoodVery Good10073.3
February 2010GoodVery GoodVery GoodVery Good10073.3
November 2007GoodVery GoodVery GoodVery Good10073.3
November 2005GoodVery GoodVery GoodVery Good10073.3
February 2004GoodVery GoodVery GoodVery Good10073.3
February 2002GoodVery GoodVery GoodVery Good10073.3
February 2000GoodVery GoodVery GoodVery Good18072.3
March 1998GoodVery GoodVery GoodVery Good18072.3
April 1996GoodVery GoodVery GoodVery Good18072.3