US0061 over I-10


+29.96986, -90.10913
29°58'11" N, 90°06'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US0061 over I-10
Structure number:023600070101061
Location:US 61 OVER I-10
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:82.0 ft. [25.0 m]
Total length:1442.0 ft. [439.5 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1940
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:28
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: February 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:21,500 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:22.4 tons [20.4 metric tons]
Inventory rating:17.5 tons [15.9 metric tons]
Sufficiency rating:26.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,434,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201726.2PoorFairPoorPoorSD21500
February 201623.2PoorFairPoorPoorSD21500
February 201423.2PoorFairPoorPoorSD21500
February 201330.9PoorFairPoorPoorSD25800
February 201230.9PoorFairPoorPoorSD26000
February 201130.9PoorFairPoorPoorSD26200
February 201030.9PoorFairPoorPoorSD28900
January 200930.9PoorFairPoorPoorSD29700
December 200730.9PoorFairPoorPoorSD38700
December 200630.9PoorFairPoorPoorSD36600
April 200530.9PoorFairPoorPoorSD35600
April 200430.9PoorFairPoorPoorSD34500
September 200230.9PoorFairPoorPoorSD27400
July 199930.9PoorFairPoorPoorSD24790
May 199815.0PoorFair-PoorSD24790
September 199630.9PoorFairFairPoorSD25272
September 199531.9PoorFairSatisfactoryPoorSD24776
September 199431.9PoorFairSatisfactoryPoorSD24172
August 199331.9PoorFairSatisfactoryPoorSD22568
July 199231.9PoorFairSatisfactoryPoorSD28091
March 199131.9PoorFairSatisfactoryPoorSD28091