Share:

E. QUEEN ST. over RAPPAHANNOCK R RTE-1013@

Map

Coordinates:
+37.93047, -76.85736
37°55'50" N, 76°51'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E. QUEEN ST. over RAPPAHANNOCK R RTE-1013@
Structure number:000000000014782
Location:RICHMOND-ESSEX CO. LINE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:122.1 ft. [37.2 m]
Total length:5604.3 ft. [1708.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,933 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:50.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairFairFairFair1293350.0
April 2017PoorFairPoorFair1293334.0
April 2016PoorFairPoorFair1293334.0
April 2015PoorFairPoorFair1293334.0
April 2014PoorSatisfactoryPoorFair1388635.0
April 2013FairSatisfactoryFairFair1388647.0
April 2012PoorSatisfactoryPoorPoor1388635.0
April 2011PoorSatisfactoryPoorPoor1388635.0
April 2010PoorSatisfactoryPoorPoor1388635.0
April 2009PoorSatisfactoryPoorPoor1388635.0
April 2008PoorSatisfactoryPoorPoor1450535.0
April 2007PoorSatisfactoryPoorPoor1428135.0
April 2006PoorSatisfactoryPoorPoor1396635.0
April 2005PoorSatisfactoryPoorPoor1474735.0
April 2004PoorSatisfactoryPoorPoor1408935.0
April 2003PoorSatisfactoryPoorPoor1393135.0
April 2002PoorSatisfactoryPoorPoor1291635.0
April 2001PoorSatisfactoryPoorPoor1308235.0
March 2000PoorSatisfactoryPoorFair1234435.0
April 1999PoorSatisfactoryPoorFair1234435.0
June 1998PoorSatisfactoryPoorFair1200035.0
June 1997PoorSatisfactoryPoorFair1200035.0
August 1996PoorSatisfactoryPoorFair1700035.0
April 1995PoorGoodPoorFair1700035.0
May 1994PoorGoodPoorFair1000035.0
April 1993PoorGoodPoorFair1115335.0
June 1992PoorGoodPoorFair913535.0
April 1991PoorGoodPoorFair931035.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3121319232580
Steel Protective Coatingsq. ft.18,10318,097600
Prestressed Concrete Girder/Beamlinear ft.21,36917,0342,7941,5410
Deck
Reinforced Concrete Decksq. ft.184,932177,0267,0388680
Wearing Surfacessq. ft.156,324143,3258,5564,41528
Substructure
Prestressed Concrete Columneach340151811440
Concrete Protective Coatingsq. ft.136,000131,00201,4283,570
Reinforced Concrete Columneach1044332290
Reinforced Concrete Pier Walllinear ft.6863140
Concrete Protective Coatingsq. ft.2,8402,2420299299
Reinforced Concrete Abutmentlinear ft.802934170
Reinforced Concrete Pile Cap/Footinglinear ft.8643683731230
Prestressed Concrete Pileeach24617045310
Reinforced Concrete Pier Caplinear ft.3,8712,6281,151920
Joints
Pourable Jointlinear ft.3,3332,2101,12201
Assembly with Sealeach3103001
Bearings
Elastomeric Bearingeach79476010240
Steel Protective Coatingsq. ft.6,3526,342505
Movable Bearingeach1000100
Steel Protective Coatingsq. ft.80701000
Fixed Bearingeach1000100
Steel Protective Coatingsq. ft.8080000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.11,2089,9511,230270
Reinforced Concrete Bridge Raillinear ft.11,2087,8225652,8210