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Wiggington Road over Ivy Creek

Map

Coordinates:
+37.41356, -79.22842
37°24'49" N, 79°13'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Wiggington Road over Ivy Creek
Structure number:000000000020509
Location:0.00-Ivy Ln./0.20-Old Wig
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:77.1 ft. [23.5 m]
Total length:312.0 ft. [95.1 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,332 [as of 2014]
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodGoodGood433298.4
August 2016GoodGoodGoodGood433298.4
August 2014GoodGoodGoodGood370097.0
August 2012GoodGoodGoodGood350097.1
August 2010GoodGoodGoodGood350095.1
August 2008GoodGoodGoodVery Good83998.4
August 2006GoodGoodGoodGood83998.4
August 2004GoodGoodGoodGood83998.4
August 2002GoodGoodGoodGood83998.4
August 2000GoodGoodGoodGood83998.4
August 1998GoodGoodVery GoodGood83998.4
August 1996GoodGoodVery GoodGood83998.4
August 1994GoodGoodVery GoodGood83998.4
August 1992GoodVery GoodVery GoodVery Good100198.4
September 1990GoodVery GoodVery GoodVery Good100198.4