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US70BU/258BU/NC58N over NEUSE RIVER OVERF

Map

Coordinates:
+35.24862, -77.58158
35°14'55" N, 77°34'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US70BU/258BU/NC58N over NEUSE RIVER OVERF
Structure number:000000001070028
Location:0.3 MI NE OF JCT US70BYP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.1 ft. [10.4 m]
Total length:245.1 ft. [74.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1954
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:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:76.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairSatisfactorySatisfactory700076.0
April 2014FairFairSatisfactorySatisfactory700076.0
April 2012GoodGoodGoodGood700072.2
April 2010FairSatisfactorySatisfactorySatisfactory800061.2
July 2008FairSatisfactorySatisfactorySatisfactory800061.2
May 2006FairSatisfactorySatisfactorySatisfactory800072.9
March 2004GoodGoodGoodGood850074.7
June 2002GoodGoodGoodGood850074.7
May 2000GoodGoodGoodGood850074.7
February 1998GoodGoodGoodGood925074.6
February 1992GoodGoodGoodVery Good670071.0