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_I0010 over PECUE LN OVER I10

Map 

Coordinates:
+30.36759, -91.04699
30°22'03" N, 91°02'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:_I0010 over PECUE LN OVER I10
Structure number:611704501010461
Location:I0010
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Total length:295.0 ft. [89.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: September 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:92,800 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:52.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,267,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201552.1FairGoodFairGoodFO92800
October 201365.7GoodGoodGoodGoodFO90700
October 201172.7GoodGoodGoodVery GoodFO43150
November 200973.0GoodGoodGoodVery GoodFO40850
November 200774.6GoodGoodGoodVery GoodFO36250
November 200574.9GoodGoodGoodVery GoodFO33600
November 200375.2GoodVery GoodGoodVery GoodFO31250
November 200165.7GoodVery GoodGoodVery GoodFO27401
November 199966.3GoodVery GoodGoodVery GoodFO22885
December 199767.3GoodVery GoodGoodVery GoodFO22885
December 199567.6GoodVery GoodGoodVery GoodFO25955
December 199368.1GoodVery GoodGoodVery GoodFO21643
January 199268.1GoodVery GoodGoodVery GoodFO21770