Share:

LONDON BOULEVARD over MARTIN LUTHER KING JR FW

Map

Coordinates:
+36.83772, -76.32890
36°50'16" N, 76°19'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LONDON BOULEVARD over MARTIN LUTHER KING JR FW
Structure number:000000000021202
Location:1.52TUNNL ENT/0.91 TO 17
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:106.0 ft. [32.3 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:96.1 ft. [29.3 m]
Deck width edge-to-edge:108.6 ft. [33.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:33,783 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:89.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,650,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodSatisfactoryGood3378389.8
March 2016FairGoodSatisfactoryGood3378389.8
May 2015FairGoodSatisfactoryGood3378389.8
May 2013FairGoodSatisfactoryGood2697090.4
May 2011FairGoodSatisfactoryGood2697090.4
May 2009FairGoodSatisfactoryGood2697090.4
July 2007FairGoodSatisfactoryGood2697090.4
August 2005FairGoodFairGood2697079.0
September 2004PoorFairFairPoor2697061.1
July 2003PoorFairFairPoor2697061.1
July 2002PoorFairFairPoor2697061.1
June 2001PoorFairFairPoor2697061.1
January 2000PoorFairSatisfactoryPoor2697061.1
January 1998FairSatisfactorySatisfactorySatisfactory2697093.4
October 1995FairSatisfactorySatisfactorySatisfactory2697093.9
January 1994FairSatisfactorySatisfactorySatisfactory2697093.9
August 1991FairSatisfactorySatisfactorySatisfactory2697096.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,0282,82791920
Steel Protective Coatingsq. ft.41,38340,88300500
Deck
Reinforced Concrete Decksq. ft.20,62819,96566210
Wearing Surfacessq. ft.20,05812,035008,023
Substructure
Reinforced Concrete Columneach149500
Reinforced Concrete Abutmentlinear ft.2622065600
Reinforced Concrete Pier Caplinear ft.251246500
Joints
Pourable Jointlinear ft.53435118201
Bearings
Elastomeric Bearingeach3203020
Steel Protective Coatingsq. ft.96027654
Movable Bearingeach1601510
Steel Protective Coatingsq. ft.48015303
Fixed Bearingeach4804620
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3803027710