IS 264 over Lynnhaven Pkwy


+36.83593, -76.06661
36°50'09" N, 76°03'60" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 264 over Lynnhaven Pkwy
Structure number:000000000022228
Location:1.72 MI.FR.INT.RTE. 411
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:75.1 ft. [22.9 m]
Total length:211.0 ft. [64.3 m]
Roadway width between curbs:157.5 ft. [48.0 m]
Deck width edge-to-edge:163.4 ft. [49.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:65°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:142,297 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:67.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$374,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairGoodFairFair14229767.0
August 2016FairGoodFairFair14229767.0
August 2014PoorGoodPoorFair13389251.0
August 2012PoorGoodPoorFair13389252.0
August 2010PoorGoodPoorFair13389249.0
August 2008PoorGoodPoorFair13389249.0
August 2006FairSatisfactorySatisfactoryFair13816365.0
November 2004FairSatisfactorySatisfactoryFair12989565.0
October 2002FairSatisfactorySatisfactoryFair12121365.0
November 2000FairSatisfactorySatisfactoryFair18400065.0
August 1998FairSatisfactoryFairFair18400065.0
September 1996FairSatisfactorySatisfactoryFair4505072.5
August 1994FairSatisfactorySatisfactoryGood4505085.2
October 1992FairGoodSatisfactoryFair4505073.6
June 1990FairFairSatisfactoryGood4505084.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.5,4864,4821,00040
Steel Protective Coatingsq. ft.43,9882,12038,8603,0008
Reinforced Concrete Decksq. ft.34,03533,81521370
Wearing Surfacessq. ft.33,33831,90501,4330
Reinforced Concrete Columneach3635100
Reinforced Concrete Abutmentlinear ft.38128775190
Reinforced Concrete Pier Caplinear ft.53751113130
Pourable Jointlinear ft.89177911200
Movable Bearingeach104001040
Steel Protective Coatingsq. ft.104010400
Fixed Bearingeach104001040
Steel Protective Coatingsq. ft.104010400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.84460923500