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NC55 over UPPER BROAD CREEK

Map

Coordinates:
+35.13879, -76.97860
35°08'20" N, 76°58'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC55 over UPPER BROAD CREEK
Structure number:000000000490065
Old structure number:000000000049065 (from 1992 edition)
Location:1.5 MI.E. OF JCT.SR1600
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:55.1 ft. [16.8 m]
Total length:721.2 ft. [219.8 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Owner:State Highway Agency [01]
Year built:2005
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:13
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2013]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairGoodGood1300089.9
January 2015FairFairGoodGood1300089.9
January 2013GoodGoodVery GoodGood1200091.6
January 2011GoodGoodVery GoodGood2000086.7
January 2009FairSatisfactoryVery GoodGood1400090.4
February 2007FairSatisfactoryVery GoodGood1100092.2
January 2005GoodExcellentExcellentExcellent1100074.6
January 2003FairSatisfactoryVery GoodSatisfactory970063.3
May 2001FairSatisfactoryVery GoodSatisfactory1100062.2
January 1999FairGoodVery GoodSatisfactory960063.4
February 1997FairGoodVery GoodSatisfactory790064.9
February 1995FairGoodVery GoodSatisfactory850063.1
February 1993FairGoodVery GoodSatisfactory800063.5
January 1991FairGoodVery GoodSatisfactory800063.5