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QUEEN STREET over SECOND SWAMP

Map

Coordinates:
+37.13797, -77.22748
37°08'17" N, 77°13'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:QUEEN STREET over SECOND SWAMP
Structure number:000000000014096
Location:0.71 Fr 719 & 0.25 To 629
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:73.5 ft. [22.4 m]
Total length:152.6 ft. [46.5 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1989
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:267 [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 minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:89.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood26789.3
May 2015GoodGoodGoodGood26789.3
May 2013GoodGoodGoodGood57388.0
May 2011GoodGoodGoodGood57388.0
May 2009GoodGoodGoodGood57388.0
May 2007GoodGoodGoodGood20195.8
May 2005GoodGoodVery GoodVery Good20195.8
May 2003GoodGoodVery GoodVery Good20195.8
May 2001GoodGoodVery GoodVery Good19595.8
May 1999GoodGoodVery GoodVery Good19595.8
May 1997GoodGoodVery GoodVery Good19595.8
May 1995GoodGoodGoodGood19595.1
May 1993GoodVery GoodVery GoodVery Good23195.1
May 1991GoodVery GoodVery GoodVery Good23195.1