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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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201696.4Not deficientGoodVery GoodVery Good18000
February 201496.4Not deficientVery GoodVery GoodVery Good18000
February 201291.3Not deficientVery GoodVery GoodVery Good18000
February 201091.3Not deficientVery GoodVery GoodVery Good18000
November 200791.3Not deficientVery GoodVery GoodVery Good18000
November 200591.3Not deficientVery GoodVery GoodVery Good18000
February 200491.3Not deficientVery GoodVery GoodVery Good18000
January 200291.3Not deficientVery GoodVery GoodVery Good18000
February 200091.2Not deficientVery GoodVery GoodVery Good18200
March 199891.2Not deficientVery GoodVery GoodVery Good18200
April 199691.2Not deficientVery GoodVery GoodVery Good18200