+32.50944, -93.74301
32°30'34" N, 93°44'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LA0001 over JONES ST/KCS RR
Structure number:040900530908342
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:133.9 ft. [40.8 m]
Total length:1909.2 ft. [581.9 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1983
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:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:15,720 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 not over waterway. [N]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201691.4Not deficientGoodGoodGood15720
February 201491.1Not deficientGoodGoodGood18600
February 201290.5Not deficientGoodGoodGood24180
February 201090.2Not deficientGoodGoodGood27720
February 200889.8Not deficientVery GoodGoodVery Good31320
March 200689.8Not deficientVery GoodGoodVery Good31380
February 200489.9Not deficientVery GoodGoodVery Good30060
March 200288.6Not deficientVery GoodGoodVery Good35460
May 200087.4Not deficientVery GoodGoodVery Good27070
April 199887.4Not deficientVery GoodGoodVery Good27070
May 199687.4Not deficientVery GoodGoodVery Good27341
January 199487.3Functionally obsoleteVery GoodVery GoodVery Good19810
February 199287.3Not deficientVery GoodVery GoodVery Good20269