Share:

US19E over NORTH TOE RIVER

Map

Coordinates:
+35.94529, -82.00503
35°56'43" N, 82°00'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US19E over NORTH TOE RIVER
Structure number:000000000110004
Location:.1 MI.S.JCT.SR1189
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:90.9 ft. [27.7 m]
Total length:275.9 ft. [84.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2011
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:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:79.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactoryFairFair680079.2
June 2015FairSatisfactoryFairFair630079.7
June 2013FairGoodSatisfactoryFair600080.0
June 2011FairGoodFairFair720078.8
June 2009FairSatisfactorySatisfactorySatisfactory1200086.6
June 2007FairSatisfactorySatisfactorySatisfactory760090.4
June 2005FairSatisfactorySatisfactorySatisfactory760090.4
May 2003FairSatisfactorySatisfactorySatisfactory880089.4
July 2001FairSatisfactorySatisfactoryFair550078.5
June 1999FairSatisfactoryGoodFair580078.2
July 1991FairSatisfactorySatisfactoryFair480070.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,380789529611
Steel Protective Coatingsq. ft.17,79015,590002,200
Deck
Reinforced Concrete Decksq. ft.10,6265,1445,3611210
Substructure
Reinforced Concrete Columneach60240
Reinforced Concrete Abutmentlinear ft.110102800
Reinforced Concrete Pier Caplinear ft.2141550590
Joints
Compression Jointlinear ft.102102000
Bearings
Movable Bearingeach1501230
Steel Protective Coatingsq. ft.1500015
Fixed Bearingeach1501500
Steel Protective Coatingsq. ft.1500015
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5525163420