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US0171 over BRUSH BAYOU

Map 

Coordinates:
+32.43998, -93.78176
32°26'24" N, 93°46'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0171 over BRUSH BAYOU
Structure number:040900250810581
Location:1.7 MI NORHT OF LA 3132
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.0 ft. [6.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
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:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,260 [as of 2015]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:63.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$498,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201663.0FairSatisfactorySatisfactorySatisfactoryFO10260
January 201461.8FairSatisfactorySatisfactorySatisfactoryFO11040
February 201262.5FairSatisfactorySatisfactorySatisfactoryFO12360
February 201062.5GoodGoodGoodGoodFO12360
January 200862.5GoodGoodGoodGoodFO12660
January 200662.9GoodGoodGoodGoodFO10980
January 200462.9GoodGoodGoodGoodFO10980
March 200262.4GoodGoodGoodGoodFO12801
February 200074.5GoodGoodGoodGoodFO12356
January 199874.5GoodGoodGoodGoodFO12356
February 199673.4GoodGoodGoodGoodFO17127
January 199473.6GoodGoodGoodGoodFO15807
February 199273.5GoodGoodGoodGoodFO16386