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EAGLE ST over EUBANKS CR

Map 

Coordinates:
+32.34776, -90.17080
32°20'52" N, 90°10'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: February 2016 

Status:Open, no restriction [A]
Average daily traffic:100 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
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:$237,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201686.5Not deficientGoodVery GoodVery Good100
February 201486.5Not deficientVery GoodVery GoodVery Good100
February 201273.3Not deficientVery GoodVery GoodVery Good100
February 201073.3Not deficientVery GoodVery GoodVery Good100
November 200773.3Not deficientVery GoodVery GoodVery Good100
November 200573.3Not deficientVery GoodVery GoodVery Good100
February 200473.3Not deficientVery GoodVery GoodVery Good100
February 200273.3Not deficientVery GoodVery GoodVery Good100
February 200072.3Not deficientVery GoodVery GoodVery Good180
March 199872.3Not deficientVery GoodVery GoodVery Good180
April 199672.3Not deficientVery GoodVery GoodVery Good180