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ADKINS DRIVE over WHITE OAK CREEK

Map 

Coordinates:
+32.38441, -90.14264
32°23'04" N, 90°08'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ADKINS DRIVE over WHITE OAK CREEK
Structure number:SA2500000000212
Location:SEC 12 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.0 ft. [19.8 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built: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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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: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 assessed or calculated scour condition. [5]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201696.4GoodGoodVery GoodVery Good-18000
February 201496.4GoodVery GoodVery GoodVery Good-18000
February 201291.3GoodVery GoodVery GoodVery Good-18000
February 201091.3GoodVery GoodVery GoodVery Good-18000
November 200791.3GoodVery GoodVery GoodVery Good-18000
November 200591.3GoodVery GoodVery GoodVery Good-18000
February 200491.3GoodVery GoodVery GoodVery Good-18000
January 200291.3GoodVery GoodVery GoodVery Good-18000
February 200091.2GoodVery GoodVery GoodVery Good-18200
March 199891.2GoodVery GoodVery GoodVery Good-18200
April 199691.2GoodVery GoodVery GoodVery Good-18200