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WBL MERCURY BLVD. over HAMPTON CREEK

Map

Coordinates:
+37.04212, -76.33612
37°02'32" N, 76°20'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL MERCURY BLVD. over HAMPTON CREEK
Structure number:000000000020380
Location:0.69 TO 278 /0.89 TO 351
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:43.0 ft. [13.1 m]
Total length:384.9 ft. [117.3 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
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:9
Main spans material:Prestressed concrete [5]
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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,028 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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: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:83.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood1302883.6
June 2015GoodGoodGoodGood1302883.6
June 2013GoodGoodGoodGood1351883.5
September 2011GoodGoodGoodGood1351882.5
September 2009GoodGoodGoodGood1351882.5
September 2007GoodGoodGoodGood1351882.5
October 2005GoodGoodGoodGood1351882.5
October 2003GoodGoodGoodGood1351882.5
October 2001GoodGoodGoodGood1351883.5
September 1999GoodGoodVery GoodVery Good1351883.5
September 1997GoodGoodVery GoodVery Good1351884.5
September 1995GoodGoodVery GoodVery Good1351884.6
September 1994GoodGoodVery GoodVery Good1543484.4
September 1992GoodGoodVery GoodVery Good1543484.4
January 1991GoodVery GoodVery GoodVery Good1543484.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,2952,27110140
Deck
Reinforced Concrete Decksq. ft.14,91814,8883000
Prestressed Concrete Decksq. ft.13,06913,0501900
Substructure
Reinforced Concrete Abutmentlinear ft.108941400
Prestressed Concrete Pileeach4029740
Reinforced Concrete Pier Caplinear ft.311306500
Joints
Compression Jointlinear ft.3423110310
Bearings
Elastomeric Bearingeach108961200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.765765000