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US17 SBL over ROYAL OAK RIVER

Map

Coordinates:
+34.02314, -78.26336
34°01'23" N, 78°15'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US17 SBL over ROYAL OAK RIVER
Structure number:000000000190052
Location:0.8 MI.N.JCT.NC211
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:44.0 ft. [13.4 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:State Highway Agency [01]
Year built:1991
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: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: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,500 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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:84.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryGoodSatisfactory1250084.0
May 2015GoodGoodGoodGood1300084.0
May 2013FairSatisfactoryGoodSatisfactory1100085.0
May 2011FairFairGoodFair1150073.0
June 2009FairSatisfactoryGoodFair1300074.0
June 2007FairSatisfactoryGoodFair1100074.0
March 2005FairSatisfactoryVery GoodSatisfactory1000087.2
February 2003GoodGoodVery GoodGood850088.8
June 2001GoodGoodVery GoodGood900088.3
December 1998GoodGoodVery GoodGood750089.9
June 1991PoorPoorSatisfactorySatisfactory920085.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.635635000
Deck
Reinforced Concrete Decksq. ft.5,0394,17986000
Substructure
Prestressed Concrete Pileeach2727000
Reinforced Concrete Pier Caplinear ft.161719000
Joints
Compression Jointlinear ft.78532500
Open Jointlinear ft.7878000
Bearings
Elastomeric Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.254025400