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SR-85 MP 10.430 over WILKERSON CREEK

Map

Coordinates:
+31.17808, -85.78533
31°10'41" N, 85°47'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-85 MP 10.430 over WILKERSON CREEK
Structure number:015909
Location:IN BELLWOOD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:41.0 ft. [12.5 m]
Total length:246.1 ft. [75.0 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:1994
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:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Better than present minimum criteria [7]
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]
Sufficiency rating:98.8
Estimated cost of work:$2,699,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodVery GoodVery GoodVery Good190098.8
March 2015GoodVery GoodVery GoodVery Good190098.8
March 2013GoodVery GoodVery GoodVery Good195098.8
March 2011GoodVery GoodVery GoodVery Good188098.9
March 2009GoodVery GoodVery GoodVery Good175098.9
March 2007GoodVery GoodVery GoodVery Good169099.0
March 2005GoodVery GoodVery GoodVery Good185098.9
March 2003GoodVery GoodExcellentExcellent184098.9
March 2001GoodVery GoodExcellentExcellent190098.8
March 1999GoodVery GoodExcellentExcellent216098.6
March 1997GoodVery GoodExcellentExcellent204098.7
March 1995GoodExcellentExcellentExcellent161098.9
May 1994GoodExcellentExcellentExcellent156098.9