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US70 WB US258 NB over NEUSE RIVER

Map

Coordinates:
+35.26119, -77.61897
35°15'40" N, 77°37'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US70 WB US258 NB over NEUSE RIVER
Structure number:000000001070062
Location:1.2 MI.W. JCT. NC11 55
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.0 ft. [13.4 m]
Total length:404.9 ft. [123.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1956
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:9
Main spans material:Steel [3]
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2013]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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:65.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactoryFair1400065.0
April 2016FairSatisfactorySatisfactorySatisfactory1400076.3
April 2014FairFairGoodFair1400063.9
April 2012FairFairGoodFair1300064.1
April 2010FairSatisfactorySatisfactoryFair1450064.6
July 2008FairSatisfactorySatisfactoryFair1450064.6
May 2006FairSatisfactorySatisfactoryFair1500064.0
March 2004FairSatisfactoryVery GoodSatisfactory1450076.3
June 2002FairSatisfactoryVery GoodSatisfactory1450076.3
May 2000FairSatisfactoryVery GoodFair1370065.0
February 1998FairSatisfactoryVery GoodSatisfactory1370076.3
January 1992FairSatisfactoryVery GoodSatisfactory1000079.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5841,5503310
Steel Protective Coatingsq. ft.15,66015,658002
Deck
Reinforced Concrete Decksq. ft.12,72611,6411,08500
Substructure
Reinforced Concrete Abutmentlinear ft.72234900
Steel Pileeach1414000
Steel Protective Coatingsq. ft.840840000
Other Material Pileeach48143310
Reinforced Concrete Pier Caplinear ft.2922355610
Joints
Pourable Jointlinear ft.26420732250
Bearings
Other Bearingeach7286400
Steel Protective Coatingsq. ft.7282620
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.810632149128