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US401 over NEILLS CREEK

Map

Coordinates:
+35.42831, -78.82376
35°25'42" N, 78°49'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US401 over NEILLS CREEK
Structure number:000000000850062
Old structure number:000000000085062 (from 1992 edition)
Location:0.6 MI N. OF SR1436
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:44.0 ft. [13.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1960
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2012]
Truck traffic:14% 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:Basically intolerable requiring high priority of replacement [2]
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:56.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactoryFairSatisfactory1100056.4
March 2014FairFairFairFair1100054.4
March 2012FairFairFairFair990056.5
March 2010FairSatisfactorySatisfactorySatisfactory1000068.8
June 2008FairSatisfactorySatisfactorySatisfactory960068.2
April 2006FairSatisfactorySatisfactorySatisfactory870068.0
March 2004FairSatisfactorySatisfactorySatisfactory810070.7
April 2002FairSatisfactorySatisfactorySatisfactory810070.7
September 1999FairSatisfactorySatisfactorySatisfactory650072.3
July 1997FairSatisfactorySatisfactorySatisfactory650072.3
October 1995FairSatisfactoryGoodSatisfactory550073.3
October 1993FairSatisfactoryGoodSatisfactory560071.2
November 1991FairSatisfactoryGoodSatisfactory560069.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5445180260
Steel Protective Coatingsq. ft.5,3205,050030240
Deck
Reinforced Concrete Decksq. ft.4,2844,284000
Substructure
Reinforced Concrete Columneach43010
Reinforced Concrete Abutmentlinear ft.6860080
Reinforced Concrete Pile Cap/Footinglinear ft.2424000
Prestressed Concrete Pileeach1414000
Reinforced Concrete Pier Caplinear ft.126122130
Joints
Pourable Jointlinear ft.128128000
Wearing Surfacessq. ft.3,8403,71201280
Bearings
Other Bearingeach24110130
Steel Protective Coatingsq. ft.72520911
Bridge Rail
Other Material Bridge Raillinear ft.2762274630