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James D Hagwood Hy over NS Railway

Map

Coordinates:
+36.81469, -78.74700
36°48'53" N, 78°44'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:James D Hagwood Hy over NS Railway
Structure number:000000000009180
Location:3.39-Charlott/4.52-Rt 344
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:50.9 ft. [15.5 m]
Total length:152.9 ft. [46.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1950
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,824 [as of 2014]
Truck traffic:13% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:65.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,396,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairFairSatisfactory282465.6
February 2015FairFairFairSatisfactory282465.6
February 2013FairFairFairSatisfactory313367.5
February 2011FairFairFairSatisfactory313360.0
February 2009FairFairFairSatisfactory313360.0
February 2007FairFairFairSatisfactory361960.9
February 2005FairFairFairSatisfactory346859.9
February 2003FairFairFairSatisfactory366759.9
March 2001FairFairFairSatisfactory270961.0
February 1999FairFairFairSatisfactory303459.0
April 1997FairFairFairSatisfactory295059.0
May 1995FairSatisfactorySatisfactorySatisfactory200073.8
March 1993FairSatisfactorySatisfactorySatisfactory500871.0
March 1991FairSatisfactorySatisfactorySatisfactory310371.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9194871842480
Steel Protective Coatingsq. ft.6,5373,46401,3071,766
Deck
Reinforced Concrete Decksq. ft.5,1163,9835286050
Wearing Surfacessq. ft.4,2654,265000
Substructure
Reinforced Concrete Columneach126330
Reinforced Concrete Pier Walllinear ft.7369310
Reinforced Concrete Pier Caplinear ft.1881760120
Joints
Compression Jointlinear ft.134013400
Bearings
Movable Bearingeach1800180
Steel Protective Coatingsq. ft.36250011
Fixed Bearingeach1800180
Steel Protective Coatingsq. ft.3627009
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.30626915220