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ABERDEEN RD over WILSON CREEK

Map

Coordinates:
+33.79297, -88.17767
33°47'35" N, 88°10'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ABERDEEN RD over WILSON CREEK
Structure number:019109
Location:4.6 MI. NW OF VERNON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.1 ft. [10.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:2004
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:510 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:98.9
Estimated cost of work:$1,156,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood51098.9
October 2016GoodGoodGoodGood57098.9
December 2014GoodVery GoodVery GoodVery Good57098.9
December 2012GoodVery GoodVery GoodVery Good57098.9
December 2010GoodExcellentExcellentExcellent57098.9
October 2008GoodExcellentExcellentExcellent57098.9
February 2007GoodExcellentExcellentExcellent57098.9
May 2004GoodExcellentExcellentExcellent57098.9