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MD 90 over OCEAN PKWY & GOLF PATH

Map

Coordinates:
+38.38857, -75.14013
38°23'19" N, 75°08'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 90 over OCEAN PKWY & GOLF PATH
Structure number:100000230022040
Location:1.77 MILE EAST OF MD 589
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,062 [as of 2009]
Truck traffic:8% 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:69.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$211,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairFair1806269.0
November 2015FairFairFairFair1806269.0
November 2013FairFairFairFair1806269.0
November 2011FairFairFairFair1806269.0
November 2009FairFairFairFair1797269.0
November 2007FairFairFairFair1705069.0
November 2005FairFairFairFair1705069.0
November 2003FairFairFairFair1705069.0
December 2001FairFairFairSatisfactory1332564.0
June 2000FairFairFairSatisfactory1332564.0
June 1998FairSatisfactorySatisfactorySatisfactory1332576.0
June 1996FairSatisfactorySatisfactorySatisfactory1380076.0
June 1994FairSatisfactorySatisfactoryGood1380076.0
June 1992FairSatisfactorySatisfactorySatisfactory1380076.0
April 1990FairSatisfactorySatisfactorySatisfactory1380081.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.9409040
Reinforced Concrete Abutmentlinear ft.9409040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7474000
Reinforced Concrete Bridge Raillinear ft.98088100
Deck
Reinforced Concrete Slabsq. ft.1,9034511,426260
Wearing Surfacessq. ft.1,7753241,425260