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NC11/NC55 over NEUSE RIVER

Map

Coordinates:
+35.25887, -77.58355
35°15'32" N, 77°35'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC11/NC55 over NEUSE RIVER
Structure number:000000001070064
Location:.2 M. W. JCT. US258 BUS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:57.1 ft. [17.4 m]
Total length:315.0 ft. [96.0 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:94.8 ft. [28.9 m]
Owner:State Highway Agency [01]
Year built:1985
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:5
Main spans material:Prestressed concrete [5]
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,100 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:79.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairSatisfactory910079.3
April 2016FairSatisfactorySatisfactorySatisfactory900095.8
April 2014FairFairFairSatisfactory920083.4
April 2012FairFairFairSatisfactory970083.3
April 2010FairFairVery GoodSatisfactory970094.6
July 2008FairFairVery GoodSatisfactory970094.6
May 2007PoorSatisfactoryVery GoodPoor890067.0
May 2006PoorSatisfactoryVery GoodPoor890067.0
February 2004FairSatisfactoryVery GoodSatisfactory1000094.8
June 2002PoorSatisfactoryVery GoodPoor1300066.4
May 2000PoorSatisfactoryVery GoodPoor1160066.9
February 1998FairSatisfactoryVery GoodGood1160094.4
February 1992GoodGoodVery GoodGood860092.9