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HIGHLAND AVENUE over NORFOLK SOUTHERN RR.

Map

Coordinates:
+35.22765, -80.72003
35°13'40" N, 80°43'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HIGHLAND AVENUE over NORFOLK SOUTHERN RR.
Structure number:000000001190056
Location:0.1 MI.N.JCT.HICKORY RD.
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:56.1 ft. [17.1 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:610 [as of 1991]
Truck traffic:7% 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]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodGoodGood61098.9
August 2014GoodGoodGoodGood61098.9
March 2014GoodGoodGoodGood61098.9
June 2012GoodGoodGoodGood61092.9
April 2010GoodVery GoodVery GoodVery Good61098.9
April 2008GoodVery GoodVery GoodVery Good61098.9
June 2006GoodVery GoodVery GoodVery Good61098.9
April 2004PoorPoorSatisfactoryCritical61016.4
July 2002FairSatisfactorySatisfactoryFair61039.1
July 2000FairSatisfactorySatisfactoryFair61039.1
April 1998FairSatisfactorySatisfactorySatisfactory61049.2
September 1989FairVery GoodVery GoodFair61039.2