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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: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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201698.9GoodGoodGoodGood-610
August 201498.9GoodGoodGoodGood-610
March 201498.9GoodGoodGoodGood-610
June 201292.9GoodGoodGoodGood-610
April 201098.9GoodVery GoodVery GoodVery Good-610
April 200898.9GoodVery GoodVery GoodVery Good-610
June 200698.9GoodVery GoodVery GoodVery Good-610
April 200416.4PoorPoorSatisfactoryCriticalSD610
July 200239.1FairSatisfactorySatisfactoryFairFO610
July 200039.1FairSatisfactorySatisfactoryFairFO610
April 199849.2FairSatisfactorySatisfactorySatisfactoryFO610
September 198939.2FairVery GoodVery GoodFairFO610