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W. TRADE STREET over STEWART CREEK

Map

Coordinates:
+35.25048, -80.86626
35°15'02" N, 80°51'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W. TRADE STREET over STEWART CREEK
Structure number:000000001190368
Location:150'N.JCT.ROSLYN AVE.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span 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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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 desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:95.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryGoodGood130095.1
April 2014FairFairGoodGood130094.1
April 2012FairFairGoodGood320081.6
April 2010GoodGoodGoodGood320082.6
April 2008GoodGoodGoodGood320082.6
May 2006GoodGoodGoodGood320082.6
April 2004GoodGoodVery GoodVery Good320082.6
July 2002GoodGoodVery GoodVery Good320079.6
July 2000GoodGoodVery GoodVery Good320079.6
April 1998GoodGoodVery GoodVery Good320079.6
May 1990GoodGoodGoodGood320078.9