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CHURCH LANE over TIGNOR CREEK

Map

Coordinates:
+37.93370, -76.86439
37°56'01" N, 76°51'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHURCH LANE over TIGNOR CREEK
Structure number:000000000029891
Location:0.01M NCL-1.18M SCL TAPP.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:63.0 ft. [19.2 m]
Total length:305.8 ft. [93.2 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Owner:State Highway Agency [01]
Year built:2016
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,220 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodVery GoodVery GoodVery Good722092.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,1402,140000
Concrete Protective Coatingsq. ft.6,0416,041000
Deck
Reinforced Concrete Decksq. ft.19,47418,48898600
Substructure
Prestressed Concrete Columneach2828000
Reinforced Concrete Abutmentlinear ft.179179000
Reinforced Concrete Pier Caplinear ft.252252000
Concrete Protective Coatingsq. ft.3,8083,808000
Joints
Strip Seal Jointlinear ft.124012400
Bearings
Elastomeric Bearingeach4242000
Steel Protective Coatingsq. ft.210210000
Fixed Bearingeach2828000
Steel Protective Coatingsq. ft.140140000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.611611000
Steel Protective Coatingsq. ft.4,5724,572000
Reinforced Concrete Bridge Raillinear ft.6115506100