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EAST STUART DR. over CHESTNT CK @

Map

Coordinates:
+36.66810, -80.92392
36°40'05" N, 80°55'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST STUART DR. over CHESTNT CK @
Structure number:000000000020276
Location:107ECLGALAX0027GRAYS CO
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:187.0 ft. [57.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,079 [as of 2014]
Truck traffic:3% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:78.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$421,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory1407978.0
January 2015FairGoodGoodSatisfactory1499767.7
January 2013FairGoodGoodSatisfactory1499767.7
January 2011FairGoodGoodSatisfactory1499767.7
January 2009GoodVery GoodGoodGood1499767.7
January 2007GoodVery GoodGoodGood1499767.7
January 2005GoodVery GoodGoodGood1499765.7
January 2003FairSatisfactorySatisfactorySatisfactory1499764.7
January 2001FairSatisfactoryGoodGood1499764.7
February 1999FairSatisfactoryGoodGood1499764.7
March 1997FairSatisfactoryGoodGood1499764.7
January 1995GoodGoodGoodGood1499760.1
June 1993GoodGoodGoodGood1499762.1
June 1991GoodGoodGoodGood1499762.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,8501,8222800
Steel Protective Coatingsq. ft.12,3919,9421,1261,23984
Deck
Reinforced Concrete Decksq. ft.9,6949,60774130
Wearing Surfacessq. ft.7,4806,55109290
Substructure
Reinforced Concrete Pier Walllinear ft.118110800
Reinforced Concrete Abutmentlinear ft.2418615050
Reinforced Concrete Pile Cap/Footinglinear ft.1685910900
Reinforced Concrete Pier Caplinear ft.120119100
Joints
Strip Seal Jointlinear ft.118011080
Bearings
Movable Bearingeach3032070
Steel Protective Coatingsq. ft.120920028
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.375371040
Concrete Protective Coatingsq. ft.1,8751,871004