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ADKINS DRIVE over WHITE OAK CREEK

Map

Coordinates:
+32.38447, -90.14267
32°23'04" N, 90°08'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2016]
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]
Sufficiency rating:96.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodVery GoodVery Good1800096.4
February 2016GoodGoodVery GoodVery Good1800096.4
February 2014GoodVery GoodVery GoodVery Good1800096.4
February 2012GoodVery GoodVery GoodVery Good1800091.3
February 2010GoodVery GoodVery GoodVery Good1800091.3
November 2007GoodVery GoodVery GoodVery Good1800091.3
November 2005GoodVery GoodVery GoodVery Good1800091.3
February 2004GoodVery GoodVery GoodVery Good1800091.3
January 2002GoodVery GoodVery GoodVery Good1800091.3
February 2000GoodVery GoodVery GoodVery Good1820091.2
March 1998GoodVery GoodVery GoodVery Good1820091.2
April 1996GoodVery GoodVery GoodVery Good1820091.2