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US0090B over GROUND

Map 

Coordinates:
+29.93097, -90.03814
29°55'51" N, 90°02'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0090B over GROUND
Structure number:023602830804134
Location:02362830804134
Route classification:Collector (Urban) [17]
Length of largest span:68.9 ft. [21.0 m]
Total length:541.0 ft. [164.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 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:8
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,980 [as of 2015]
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 desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,214,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201679.0GoodGoodVery GoodVery GoodFO16980
March 201479.9GoodGoodVery GoodVery GoodFO9070
March 201279.9GoodGoodGoodGoodFO9160
August 200880.0GoodVery GoodVery GoodVery GoodFO8190
August 200680.0GoodVery GoodVery GoodVery GoodFO8510
June 200480.1GoodVery GoodVery GoodVery GoodFO7870
September 200280.0GoodVery GoodVery GoodVery Good-8320
July 199880.0GoodVery GoodVery GoodVery Good-8559