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M. L. KING AVENUE over SUITLAND PARKWAY

Map

Coordinates:
+38.86073, -76.97761
38°51'39" N, 76°58'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M. L. KING AVENUE over SUITLAND PARKWAY
Structure number:0075
Location:MLKING AVE OVER SUIT PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:42.0 ft. [12.8 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1944
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,500 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:73.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$2,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactorySatisfactory1450073.1
October 2014FairSatisfactorySatisfactorySatisfactory1450072.1
November 2012FairSatisfactorySatisfactorySatisfactory1450072.1
January 2011FairSatisfactorySatisfactorySatisfactory1450072.1
January 2009FairGoodSatisfactoryGood1450072.1
January 2007FairGoodSatisfactorySatisfactory2420070.9
December 2004GoodGoodGoodGood2420070.9
February 2003GoodGoodGoodGood2420070.9
January 2001GoodGoodGoodGood2420070.9
September 1998GoodGoodGoodGood2420070.9
November 1996GoodGoodGoodGood2420070.1
July 1994FairGoodSatisfactoryGood2420067.4
May 1992FairGoodSatisfactoryGood2420067.4
May 1990FairGoodSatisfactoryGood2420067.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.60501000
Substructure
Reinforced Concrete Pier Walllinear ft.75542010
Reinforced Concrete Abutmentlinear ft.1501331700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2262041570
Deck
Reinforced Concrete Slabsq. ft.7,2756,428774730
Wearing Surfacessq. ft.4,5604,0823451330