Share:

ROUTE 0002 over & 17 B(DIXN ST)O HAZ RUN

Map

Coordinates:
+38.29191, -77.45687
38°17'31" N, 77°27'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 0002 over & 17 B(DIXN ST)O HAZ RUN
Structure number:000000000020256
Location:0.5M RTE1-0.6M ECL FREDBG
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.1 ft. [18.0 m]
Total length:175.9 ft. [53.6 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1988
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]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,190 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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:89.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryGoodGood1019089.3
February 2016FairSatisfactoryGoodGood1019089.3
February 2014FairSatisfactoryGoodGood1013689.4
February 2012FairSatisfactoryGoodGood1013689.4
March 2010FairSatisfactoryGoodGood1013689.4
April 2008FairSatisfactoryGoodGood1013689.4
May 2006FairSatisfactoryGoodGood1039290.1
July 2004FairSatisfactoryGoodGood1025790.2
July 2002FairSatisfactoryGoodGood901991.3
June 2000FairSatisfactoryGoodGood1525786.0
July 1998FairSatisfactoryGoodGood1525786.0
February 1997FairSatisfactoryGoodGood1525786.0
September 1994GoodGoodGoodVery Good1525773.2
September 1992GoodGoodVery GoodVery Good1525773.2
August 1990GoodGoodExcellentVery Good1525773.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3522,352000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.17,776017,77600
Substructure
Reinforced Concrete Pier Walllinear ft.235235000
Reinforced Concrete Abutmentlinear ft.235233200
Reinforced Concrete Pier Caplinear ft.235235000
Joints
Compression Jointlinear ft.47223000242
Bearings
Movable Bearingeach4236600
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach4242000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.348345300