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SEMINOLE over EUBANKS CR

Map

Coordinates:
+32.34864, -90.17348
32°20'55" N, 90°10'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SEMINOLE over EUBANKS CR
Structure number:SA2500000000233
Location:SEC 23 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span 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

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 2016100.0GoodVery GoodVery GoodVery Good-300
February 2014100.0GoodVery GoodVery GoodVery Good-300
February 2012100.0GoodVery GoodVery GoodVery Good-300
February 2010100.0GoodVery GoodVery GoodVery Good-300
November 2007100.0GoodVery GoodVery GoodVery Good-300
November 2005100.0GoodVery GoodVery GoodVery Good-300
February 2004100.0GoodVery GoodVery GoodVery Good-300
January 2002100.0Good----300
February 2000100.0Good----280
March 1998100.0Good----280
April 1996100.0Good----280