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LA0526BB over DRAINAGE CANAL

Map 

Coordinates:
+32.44017, -93.70578
32°26'25" N, 93°42'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA0526BB over DRAINAGE CANAL
Structure number:040908090815592
Location:2.43 MI N OF JCT LA 3132
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.9 ft. [13.7 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1978
Year reconstructed:1989
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: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:30,480 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:88.1 tons [80.1 metric tons]
Inventory rating:52.5 tons [47.7 metric tons]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201594.1Not deficientSatisfactorySatisfactorySatisfactory30480
February 201395.3Not deficientSatisfactorySatisfactorySatisfactory28200
February 201196.6Not deficientGoodGoodGood25200
February 200996.7Not deficientGoodGoodGood24360
January 200798.3Not deficientVery GoodVery GoodVery Good18360
January 200598.4Not deficientVery GoodVery GoodVery Good17220