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HAWTHORNE LANE over US74

Map

Coordinates:
+35.21824, -80.81927
35°13'06" N, 80°49'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWTHORNE LANE over US74
Structure number:000000001190808
Location:0.79 MI. N. JCT. NC16
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:117.1 ft. [35.7 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
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:10,500 [as of 2012]
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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodGoodGood1050092.0
July 2014GoodGoodGoodGood1000092.0
July 2012GoodGoodGoodGood930093.1
July 2010GoodGoodVery GoodGood1160077.6
September 2008GoodGoodVery GoodGood860078.0
September 2006GoodGoodVery GoodVery Good100081.9
August 2004GoodGoodVery GoodVery Good100081.9
September 2002GoodExcellentExcellentExcellent100081.9
September 2000GoodExcellentExcellentExcellent100079.9
August 1998GoodExcellentExcellentExcellent100095.9