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M. L. KING AVENUE over SUITLAND PARKWAY

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:13.5 ft. [4.1 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]
Operating rating:94.8 tons [86.2 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:73.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$2,500,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201673.1FairSatisfactorySatisfactorySatisfactoryFO14500
October 201472.1FairSatisfactorySatisfactorySatisfactoryFO14500
November 201272.1FairSatisfactorySatisfactorySatisfactoryFO14500
January 201172.1FairSatisfactorySatisfactorySatisfactoryFO14500
January 200972.1FairGoodSatisfactoryGoodFO14500
January 200770.9FairGoodSatisfactorySatisfactoryFO24200
December 200470.9GoodGoodGoodGoodFO24200
February 200370.9GoodGoodGoodGoodFO24200
January 200170.9GoodGoodGoodGoodFO24200
September 199870.9GoodGoodGoodGoodFO24200
November 199670.1GoodGoodGoodGoodFO24200
July 199467.4FairGoodSatisfactoryGoodFO24200
May 199267.4FairGoodSatisfactoryGoodFO24200
May 199067.4FairGoodSatisfactoryGoodFO24200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Archlinear ft.60501000
Substructure
Reinforced Concrete Pier Walllinear ft.75581340
Reinforced Concrete Abutmentlinear ft.1501272300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.22619022140
Deck
Reinforced Concrete Slabsq. ft.7,2756,492735480
Wearing Surfacessq. ft.4,5604,0823451330