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LA0538 over MCCAIN CREEK

Map 

Coordinates:
+32.60192, -93.83603
32°36'07" N, 93°50'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA0538 over MCCAIN CREEK
Structure number:040900780402091
Location:2.09 MI NORTH OF US 71
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.9 ft. [7.6 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1980
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:8
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:1,470 [as of 2015]
Truck traffic:10% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:79.2 tons [72.0 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201699.9Not deficientGoodGoodGood1470
January 201499.9Not deficientGoodGoodGood1350
January 201299.9Not deficientGoodGoodGood1320
February 201099.9Not deficientVery GoodVery GoodVery Good1270
January 200999.9Not deficientVery GoodVery GoodVery Good1230
January 200799.9Not deficientVery GoodVery GoodVery Good1290