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WBL RICH/TAPP HWY. over MONCUIN CREEK

Map

Coordinates:
+37.71490, -77.14728
37°42'54" N, 77°08'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL RICH/TAPP HWY. over MONCUIN CREEK
Structure number:000000000010643
Location:2.2M RTE30-2.9M HANOVR CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:58.1 ft. [17.7 m]
Total length:175.9 ft. [53.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,397 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Sufficiency rating:68.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairFair839768.0
March 2015FairFairFairFair839768.0
March 2013FairFairFairFair828969.0
March 2011FairFairFairSatisfactory828966.0
March 2009FairFairFairSatisfactory828966.0
March 2007FairFairFairSatisfactory838667.0
March 2005FairFairSatisfactorySatisfactory812879.0
March 2003FairFairSatisfactorySatisfactory770379.0
March 2001FairFairSatisfactorySatisfactory680780.0
March 1999FairFairSatisfactorySatisfactory720178.0
March 1997FairFairGoodSatisfactory700078.0
March 1995FairFairGoodSatisfactory280078.0
March 1993FairFairGoodSatisfactory603076.6
April 1991FairFairGoodSatisfactory398576.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.70254660951
Steel Protective Coatingsq. ft.6,1276,00500122
Deck
Reinforced Concrete Decksq. ft.5,4813,9171,2623020
Wearing Surfacessq. ft.4,5584,35220060
Substructure
Reinforced Concrete Columneach62220
Reinforced Concrete Abutmentlinear ft.7868460
Reinforced Concrete Pier Caplinear ft.824722130
Joints
Pourable Jointlinear ft.7676000
Open Jointlinear ft.7676000
Bearings
Movable Bearingeach1200120
Steel Protective Coatingsq. ft.2412840
Fixed Bearingeach1200120
Steel Protective Coatingsq. ft.2412840
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.35174265120