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ROUTE 114 over NEW RIVER

Map

Coordinates:
+37.16070, -80.55380
37°09'39" N, 80°33'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 114 over NEW RIVER
Structure number:000000000012165
Location:0.00-PULASK; 0.00-MONTG C
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:120.1 ft. [36.6 m]
Total length:1037.1 ft. [316.1 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodGoodSatisfactory1600095.5
December 2016FairGoodGoodSatisfactory1449095.6
December 2014FairGoodGoodSatisfactory794298.3
December 2012FairGoodGoodSatisfactory794298.3
December 2010FairGoodGoodSatisfactory794298.3
October 2008FairGoodGoodSatisfactory794298.3
November 2006FairGoodGoodSatisfactory783099.3
November 2004GoodGoodGoodVery Good927399.1
November 2002GoodGoodGoodVery Good897699.2
November 2000FairFairGoodVery Good603098.4
November 1998FairFairGoodVery Good603098.4
February 1997FairFairGoodVery Good603098.4
January 1995FairSatisfactoryVery GoodVery Good603099.5
December 1992GoodGoodVery GoodVery Good603099.5
November 1990GoodExcellentExcellentExcellent603099.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.600597120
Steel Protective Coatingsq. ft.8,4608,4500010
Prestressed Concrete Girder/Beamlinear ft.6,4056,3762450
Deck
Reinforced Concrete Decksq. ft.47,56741,5546,00418
Wearing Surfacessq. ft.44,55044,5050045
Substructure
Reinforced Concrete Columneach4543200
Reinforced Concrete Pier Walllinear ft.206200600
Reinforced Concrete Abutmentlinear ft.120115500
Reinforced Concrete Pile Cap/Footinglinear ft.26780165220
Reinforced Concrete Pier Caplinear ft.6656234200
Joints
Compression Jointlinear ft.7820075230
Bearings
Elastomeric Bearingeach2100194160
Steel Protective Coatingsq. ft.42000180240
Movable Bearingeach50050
Steel Protective Coatingsq. ft.1500015
Fixed Bearingeach50500
Steel Protective Coatingsq. ft.1500150
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,1022,094800
Concrete Protective Coatingsq. ft.14,71413,244001,470