Share:

SR 164 over W Br Elizabeth River

Map

Coordinates:
+36.85947, -76.34920
36°51'34" N, 76°20'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 164 over W Br Elizabeth River
Structure number:000000000021215
Location:0.45 MI.FR.W.NORFOLK RD.
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:160.1 ft. [48.8 m]
Total length:2187.8 ft. [666.8 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Vertical clearance below bridge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1978
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: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:Epoxy Overlay [5]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:48,323 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:65.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryFairSatisfactory4832365.0
May 2016FairSatisfactoryFairSatisfactory4832365.0
May 2014FairSatisfactoryFairSatisfactory3717365.0
May 2012FairSatisfactoryFairSatisfactory3717365.0
May 2010FairSatisfactoryFairSatisfactory3717367.0
May 2008FairSatisfactoryFairSatisfactory3717369.0
August 2006FairSatisfactoryFairSatisfactory2735769.0
April 2004FairSatisfactoryFairSatisfactory2245969.0
December 2001FairSatisfactoryFairSatisfactory2681169.0
December 1999FairSatisfactoryFairSatisfactory1954569.0
December 1997FairSatisfactoryFairSatisfactory1900069.0
January 1996FairSatisfactorySatisfactorySatisfactory1800082.1
September 1993FairFairGoodSatisfactory1628081.3
September 1991FairFairGoodGood1628081.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,4818004,666150
Steel Protective Coatingsq. ft.59,06050,20108,8590
Prestressed Concrete Girder/Beamlinear ft.23,15122,7091502920
Deck
Reinforced Concrete Decksq. ft.198,452193,5424,7781320
Wearing Surfacessq. ft.183,792173,6830010,109
Substructure
Reinforced Concrete Columneach40221620
Reinforced Concrete Abutmentlinear ft.1691199410
Reinforced Concrete Pile Cap/Footinglinear ft.1,449001,4490
Concrete Protective Coatingsq. ft.47,57441,478006,096
Prestressed Concrete Pileeach681516571080
Reinforced Concrete Pier Caplinear ft.1,8021,421300810
Concrete Protective Coatingsq. ft.56,70851,917004,791
Joints
Strip Seal Jointlinear ft.454781800196
Pourable Jointlinear ft.91035056
Bearings
Movable Bearingeach352003520
Steel Protective Coatingsq. ft.352000352
Fixed Bearingeach124001240
Steel Protective Coatingsq. ft.124000124
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6,5645,9734751160
Concrete Protective Coatingsq. ft.18,0514,2180013,833