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CHURCH LANE over HOSKINS CREEK

Map

Coordinates:
+37.91689, -76.85891
37°55'01" N, 76°51'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHURCH LANE over HOSKINS CREEK
Structure number:000000000026186
Location:0.0M CL TAPPA-1.6M RTE360
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:105.0 ft. [32.0 m]
Total length:655.9 ft. [199.9 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:State Highway Agency [01]
Year built:2003
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 Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,775 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodGoodVery GoodVery Good2077575.5
March 2016GoodGoodVery GoodVery Good2077580.4
March 2014GoodGoodVery GoodVery Good4400080.4
March 2012GoodGoodVery GoodVery Good2297483.0
March 2010GoodGoodVery GoodVery Good2297483.0
March 2008GoodGoodVery GoodVery Good2134883.0
March 2006GoodGoodVery GoodVery Good2135183.0
April 2004GoodGoodExcellentExcellent2193183.0
March 2003GoodExcellentExcellentExcellent2222383.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.945945000
Steel Protective Coatingsq. ft.12,60112,601000
Prestressed Concrete Girder/Beamlinear ft.4,9684,968000
Deck
Reinforced Concrete Decksq. ft.53,79342,36111,43200
Substructure
Prestressed Concrete Columneach104101120
Reinforced Concrete Abutmentlinear ft.127012430
Reinforced Concrete Pier Caplinear ft.656656000
Joints
Strip Seal Jointlinear ft.168016800
Pourable Jointlinear ft.168800880
Bearings
Elastomeric Bearingeach4545000
Steel Protective Coatingsq. ft.135135000
Fixed Bearingeach117117000
Steel Protective Coatingsq. ft.234234000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,3121,2565600
Reinforced Concrete Bridge Raillinear ft.1,31291439800