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DUKE STREET over HOLMES RUN

Map

Coordinates:
+38.81159, -77.11374
38°48'42" N, 77°06'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DUKE STREET over HOLMES RUN
Structure number:000000000019932
Location:03.39FR1/01.40TO495
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:111.9 ft. [34.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,289 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
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:82.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory3128982.7
October 2016FairSatisfactorySatisfactorySatisfactory3128982.7
October 2014FairSatisfactoryFairSatisfactory3012070.6
October 2012FairSatisfactorySatisfactorySatisfactory3012083.0
October 2010FairSatisfactorySatisfactorySatisfactory3012085.0
October 2008FairSatisfactorySatisfactorySatisfactory3012086.0
October 2006FairFairSatisfactorySatisfactory3012082.9
October 2004FairFairSatisfactorySatisfactory3012084.9
October 2002FairSatisfactorySatisfactorySatisfactory3012086.0
October 2000FairSatisfactorySatisfactorySatisfactory3012086.0
December 1998FairSatisfactorySatisfactorySatisfactory3012086.0
December 1996GoodGoodGoodGood3012086.0
October 1994GoodGoodGoodGood3012084.5
October 1992GoodGoodGoodGood3012084.5
October 1990GoodVery GoodVery GoodVery Good3012084.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3301,751175620
Steel Protective Coatingsq. ft.21,08621,086000
Deck
Reinforced Concrete Decksq. ft.16,77414,1012,648250
Substructure
Reinforced Concrete Columneach1211100
Reinforced Concrete Abutmentlinear ft.2561915870
Reinforced Concrete Pier Caplinear ft.22012729640
Joints
Pourable Jointlinear ft.5505090410
Bearings
Elastomeric Bearingeach4800480
Steel Protective Coatingsq. ft.144144000
Fixed Bearingeach4800480
Steel Protective Coatingsq. ft.144144000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.380374600