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Route 58 EBL over Hyco River

Map

Coordinates:
+36.66776, -78.75535
36°40'04" N, 78°45'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Route 58 EBL over Hyco River
Structure number:000000000009159
Location:0.01 Rt 730 / 1.85 Rt 732
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:57.1 ft. [17.4 m]
Total length:282.2 ft. [86.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:State Highway Agency [01]
Year built:1955
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:5
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,428 [as of 2014]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:74.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,261,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairFair242874.2
April 2016FairSatisfactoryFairFair242875.2
April 2014FairSatisfactoryFairFair540067.2
April 2012FairSatisfactoryFairFair272868.6
April 2010FairSatisfactoryFairFair272868.6
April 2008FairSatisfactoryFairFair272868.6
April 2006FairSatisfactoryFairFair255676.2
April 2004FairSatisfactorySatisfactoryFair276268.6
April 2002FairGoodSatisfactorySatisfactory267582.2
May 2000FairGoodSatisfactorySatisfactory252081.2
May 1998FairSatisfactoryFairSatisfactory252070.2
May 1996FairGoodFairSatisfactory255070.1
May 1995FairGoodGoodSatisfactory255081.3
April 1993FairGoodGoodSatisfactory241581.3
February 1991GoodGoodGoodGood350878.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,40155684050
Steel Protective Coatingsq. ft.10,3824,739005,643
Deck
Reinforced Concrete Decksq. ft.8,2395,7222,484330
Wearing Surfacessq. ft.7,8697,63023900
Substructure
Reinforced Concrete Columneach82510
Reinforced Concrete Pier Walllinear ft.6006000
Reinforced Concrete Abutmentlinear ft.115991600
Reinforced Concrete Pier Caplinear ft.1281159580
Joints
Compression Jointlinear ft.1977197290
Bearings
Movable Bearingeach25130120
Steel Protective Coatingsq. ft.75037380
Fixed Bearingeach2516090
Steel Protective Coatingsq. ft.75037380
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5645293500