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US0090B over CITY STREETS

Map 

Coordinates:
+29.93893, -90.05299
29°56'20" N, 90°03'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0090B over CITY STREETS
Structure number:023602830802318
Location:02362830802318
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:232.0 ft. [70.7 m]
Total length:2044.1 ft. [623.0 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:14
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:16,440 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 not over waterway. [N]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:93.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201493.0Not deficientGoodGoodGood16440
January 201393.3Not deficientGoodGoodGood15130
August 200894.2Not deficientVery GoodGoodVery Good11560
August 200694.3Not deficientVery GoodGoodVery Good10980
June 200491.3Functionally obsoleteVery GoodGoodVery Good10768
September 200291.3Not deficientVery GoodGoodVery Good10768
August 199891.2Not deficientVery GoodGoodVery Good10988
199788.1Not deficient---11318