LA0526 over LA 523 & KCS RR


+32.40088, -93.73585
32°24'03" N, 93°44'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LA0526 over LA 523 & KCS RR
Structure number:040908090811752
Location:LA 526 OVER LA 523
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:407.2 ft. [124.1 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance below bridge:27.2 ft. [8.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1984
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:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:10,080 [as of 2014]
Truck traffic:20% 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: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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.2 tons [76.5 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:94.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201594.6Not deficientGoodGoodGood10080
February 201395.4Not deficientGoodGoodGood10680
February 201194.9Not deficientGoodGoodGood13080
February 200994.9Not deficientGoodGoodGood13080
January 200794.4Not deficientVery GoodVery GoodVery Good14820
January 200594.5Not deficientVery GoodVery GoodVery Good14580
January 200394.8Not deficientVery GoodVery GoodVery Good13500
May 200195.1Not deficientVery GoodVery GoodVery Good12124
April 199995.0Not deficientVery GoodVery GoodVery Good12421
January 199795.0Not deficientVery GoodVery GoodVery Good12670
February 199595.1Not deficientVery GoodVery GoodVery Good12421
January 199396.1Not deficientVery GoodVery GoodVery Good8304
January 199197.1Not deficientVery GoodVery GoodVery Good8304