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LOCAL ROAD over I-10; RR; STS

Map

Coordinates:
+29.95781, -90.09442
29°57'28" N, 90°05'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL ROAD over I-10; RR; STS
Structure number:023629574900581
Location:2.0 MI S. OF TULANE AVE.
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:82.0 ft. [25.0 m]
Total length:2589.0 ft. [789.1 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1951
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:38
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:Fair
Status:Open, no restriction [A]
Average daily traffic:27,209 [as of 1998]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:72.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$14,388,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201772.8FairFairFairSatisfactoryFO27209
February 201572.8FairFairFairSatisfactoryFO27209
February 201372.8FairFairFairSatisfactoryFO27209
March 201172.8FairFairFairSatisfactoryFO27209
May 200973.9FairSatisfactoryFairSatisfactoryFO27209
March 200773.9FairSatisfactoryFairSatisfactoryFO27209
July 200559.6FairSatisfactoryFairSatisfactoryFO27209
March 200364.1FairSatisfactoryFairSatisfactoryFO27209
June 199564.1FairSatisfactoryFairSatisfactoryFO27209

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.18,77517,3859933970
Deck
Reinforced Concrete Decksq. ft.139,980139,980000
Substructure
Reinforced Concrete Abutmentlinear ft.1401202000
Reinforced Concrete Pileeach74056180
Steel Pier Caplinear ft.2,5902972,1821110
Joints
Pourable Jointlinear ft.6000600
Assembly without Seal Jointlinear ft.2,2802,19555030
Bearings
Movable Bearingeach84044400
Fixed Bearingeach31219611600
Bridge Rail
Other Material Bridge Raillinear ft.4,66603,8168500