+29.99289, -90.07731
29°59'34" N, 90°04'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I0610 over CITY STREETS
Structure number:023604503402691
Location:3.1 MI EAST OF I-10
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:191.0 ft. [58.2 m]
Total length:11343.4 ft. [3457.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:14
Main spans material:Steel [3]
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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:43,800 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.3 tons [63.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:69.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$44,236,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201569.4FairSatisfactorySatisfactoryGoodFO43800
August 201369.4FairSatisfactorySatisfactoryGoodFO43620
August 201169.5FairSatisfactorySatisfactoryGoodFO42540
August 200970.2FairSatisfactorySatisfactoryGoodFO37620
September 200858.2FairSatisfactoryFairGoodFO37140
June 200669.4FairSatisfactorySatisfactoryGoodFO43860
April 200389.5FairSatisfactorySatisfactorySatisfactoryFO46080
May 199989.1FairSatisfactorySatisfactoryGoodFO49888
March 199789.1FairSatisfactorySatisfactoryGoodFO49590
January 199590.0FairSatisfactorySatisfactoryGoodFO50388
July 199290.0FairSatisfactoryGoodGoodFO51208
August 199090.0FairSatisfactoryGoodGoodFO51208