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IS 64 WBL over Lee Hall Reservoir

Map

Coordinates:
+37.18560, -76.55769
37°11'08" N, 76°33'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 64 WBL over Lee Hall Reservoir
Structure number:000000000020697
Location:0.80 Fr Rte 105
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:49.5 ft. [15.1 m]
Total length:99.4 ft. [30.3 m]
Roadway width between curbs:63.7 ft. [19.4 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2017
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:2
Main spans material:Prestressed concrete [5]
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:43,668 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:91.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairVery GoodGoodSatisfactory4366891.9
August 2016FairSatisfactorySatisfactorySatisfactory4366892.9
August 2014FairSatisfactorySatisfactorySatisfactory3850089.2
August 2012FairSatisfactoryGoodSatisfactory3850089.2
August 2010FairFairGoodFair3850076.5
August 2008FairFairGoodFair3850076.5
September 2006FairFairGoodFair3850076.5
September 2004FairFairGoodFair3850076.5
August 2002FairSatisfactoryGoodFair3850077.6
September 2000FairSatisfactoryGoodFair3850077.6
August 1998FairSatisfactoryGoodFair3850077.6
August 1996FairGoodGoodFair3250078.2
November 1994FairGoodSatisfactoryFair2343879.8
September 1992FairVery GoodSatisfactoryFair2343879.8
September 1990FairFairVery GoodFair2343878.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.894892200
Deck
Reinforced Concrete Decksq. ft.6,4816,4701100
Wearing Surfacessq. ft.6,3156,315000
Substructure
Reinforced Concrete Abutmentlinear ft.1351112400
Prestressed Concrete Pileeach1111000
Reinforced Concrete Pier Caplinear ft.6161000
Bearings
Elastomeric Bearingeach36120204
Steel Protective Coatingsq. ft.3600036
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9999000
Reinforced Concrete Bridge Raillinear ft.198198000