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HIGHLAND AVENUE over NORFOLK SOUTHERN RR.

Map 

Coordinates:
+35.22765, -80.72002
35°13'40" N, 80°43'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:MS 18+Mod / HS 20+Mod [6]
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: August 2014 

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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201498.9Not deficientGoodGoodGood610
March 201498.9Not deficientGoodGoodGood610
June 201292.9Not deficientGoodGoodGood610
April 201098.9Not deficientVery GoodVery GoodVery Good610
April 200898.9Not deficientVery GoodVery GoodVery Good610
June 200698.9Not deficientVery GoodVery GoodVery Good610
April 200416.4Structurally deficientPoorSatisfactoryCritical610
July 200239.1Functionally obsoleteSatisfactorySatisfactoryFair610
July 200039.1Functionally obsoleteSatisfactorySatisfactoryFair610
April 199849.2Functionally obsoleteSatisfactorySatisfactorySatisfactory610
September 198939.2Functionally obsoleteVery GoodVery GoodFair610