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SBL ROUTE 0095 over AQUIA CREEK

Map

Coordinates:
+38.48557, -77.39246
38°29'08" N, 77°23'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SBL ROUTE 0095 over AQUIA CREEK
Structure number:000000000018091
Location:1.7M RTE610-2.7M PR.WM.CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:54.1 ft. [16.5 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:64.6 ft. [19.7 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Owner:State Highway Agency [01]
Year built:1963
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: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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:67,209 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodSatisfactorySatisfactory6720998.0
October 2016FairSatisfactoryFairSatisfactory6720987.0
October 2014FairSatisfactoryFairSatisfactory5550087.0
October 2012FairGoodFairSatisfactory5550087.0
October 2010FairGoodSatisfactorySatisfactory5550097.0
October 2008FairGoodSatisfactorySatisfactory5550097.0
October 2006FairGoodSatisfactorySatisfactory5550098.0
October 2004FairGoodSatisfactorySatisfactory5550098.0
October 2002FairGoodSatisfactorySatisfactory5550098.0
October 2000GoodGoodGoodGood5550098.0
November 1998GoodGoodGoodGood5550098.0
December 1996GoodGoodGoodGood4950098.0
November 1994GoodVery GoodVery GoodVery Good3168598.0
December 1992GoodVery GoodVery GoodVery Good3168598.0
October 1990GoodVery GoodVery GoodVery Good2867598.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,39190049100
Steel Protective Coatingsq. ft.12,56511,93700628
Deck
Reinforced Concrete Decksq. ft.10,8068,9831,81580
Wearing Surfacessq. ft.10,12610,124020
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.1711423260
Reinforced Concrete Pier Caplinear ft.128122510
Joints
Pourable Jointlinear ft.276276000
Bearings
Elastomeric Bearingeach5454000
Steel Protective Coatingsq. ft.216216000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.31827325200