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I0010 over I-10 WEST TO US 61

Map

Coordinates:
+29.97002, -90.10940
29°58'12" N, 90°06'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I0010 over I-10 WEST TO US 61
Structure number:023604509002168
Location:1.86 MI EAST OF I-610
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:38.1 ft. [11.6 m]
Total length:1338.0 ft. [407.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1961
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:27
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,220 [as of 2015]
Truck traffic:20% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Underclearances 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:57.9 tons [52.6 metric tons]
Inventory rating:34.9 tons [31.7 metric tons]
Sufficiency rating:68.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,217,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201668.3FairFairFairSatisfactoryFO12220
July 201568.2FairFairFairSatisfactoryFO12220
July 201468.2FairFairFairSatisfactoryFO12100
August 201368.2FairFairFairSatisfactoryFO11970
August 201268.4FairFairFairSatisfactoryFO11090
September 201179.8FairFairSatisfactorySatisfactoryFO11090
October 201079.8FairFairSatisfactorySatisfactoryFO11090
November 200952.1PoorFairPoorSatisfactorySD9170
October 200852.1PoorFairPoorSatisfactorySD9270
October 200751.0PoorFairPoorSatisfactorySD12830
November 200551.3PoorFairPoorSatisfactorySD11860
August 200451.4PoorFairPoorSatisfactorySD11600
June 200368.5FairFairSatisfactoryFairFO10700
October 200058.1FairFairSatisfactoryFairFO11185
September 199769.7FairSatisfactorySatisfactorySatisfactoryFO10642
March 199559.0FairSatisfactorySatisfactoryFairFO10903
August 199359.4FairSatisfactorySatisfactoryFairFO9460
July 199258.9FairSatisfactorySatisfactoryFairFO11334
April 199069.4FairSatisfactorySatisfactorySatisfactoryFO11334

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.4,4764,476000
Deck
Reinforced Concrete Decksq. ft.25,36425,364000
Substructure
Reinforced Concrete Pier Walllinear ft.1214946260
Reinforced Concrete Abutmentlinear ft.74621200
Steel Pileeach5284400
Steel Pier Caplinear ft.872872000
Joints
Pourable Jointlinear ft.1,9728161,112440
Assembly without Seal Jointlinear ft.27212215000
Bearings
Movable Bearingeach60039201
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,1142,114000
Other Material Bridge Raillinear ft.540054000
Deck
Reinforced Concrete Slabsq. ft.19,7549,18010,57400