+32.50625, -93.73806
32°30'22" N, 93°44'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LA0001 over KCS RR/JONES ST
Structure number:040900530908341
Location:2.6 MI NORTH OF LA 3032
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:1899.0 ft. [578.8 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1954
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:25
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017 

Status:Posted for load [P]
Average daily traffic:15,720 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge not over waterway. [N]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:35.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,405,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201735.6Structurally deficientFairFairPoor15720
February 201632.8Structurally deficientPoorPoorPoor15720
February 201531.8Structurally deficientPoorPoorPoor18600
February 201431.8Structurally deficientPoorPoorPoor18720
February 201331.3Structurally deficientPoorPoorPoor20040
February 201229.9Structurally deficientPoorPoorSatisfactory24180
February 201129.6Structurally deficientPoorPoorSatisfactory24960
February 201028.7Structurally deficientPoorPoorSatisfactory27720
February 200927.3Structurally deficientPoorPoorSatisfactory31680
February 200827.5Structurally deficientPoorPoorSatisfactory31320
February 200727.3Structurally deficientPoorPoorGood31680
March 200627.4Structurally deficientPoorPoorGood31380
February 200527.7Structurally deficientPoorPoorGood30660
February 200427.9Structurally deficientPoorPoorGood30060
February 200319.1Structurally deficientPoorPoorGood35460
February 200120.6Structurally deficientPoorPoorGood27070
May 199920.6Structurally deficientPoorPoorGood27070
April 199820.6Structurally deficientPoorPoorGood27070
February 199720.5Structurally deficientPoorPoorGood27341
January 199525.2Structurally deficientPoorPoorGood20208
January 199425.3Structurally deficientPoorPoorGood19810
February 199325.2Structurally deficientPoorPoorGood20269
February 199225.2Structurally deficientPoorPoorGood20269