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W. TRADE STREET over STEWART CREEK

Map 

Coordinates:
+35.25046, -80.86624
35°15'02" N, 80°51'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:MS 18+Mod / HS 20+Mod [6]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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: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]
Operating rating:76.9 tons [69.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201494.1Not deficientFairGoodGood1300
April 201281.6Not deficientFairGoodGood3200
April 201082.6Not deficientGoodGoodGood3200
April 200882.6Not deficientGoodGoodGood3200
May 200682.6Not deficientGoodGoodGood3200
April 200482.6Not deficientGoodVery GoodVery Good3200
July 200279.6Not deficientGoodVery GoodVery Good3200
July 200079.6Not deficientGoodVery GoodVery Good3200
April 199879.6Not deficientGoodVery GoodVery Good3200
May 199078.9Not deficientGoodGoodGood3200