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IS 695 RAMP 'G' over MTA LIGHT RAIL

Map

Coordinates:
+39.21095, -76.64870
39°12'39" N, 76°38'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 695 RAMP 'G' over MTA LIGHT RAIL
Structure number:100000020089010
Location:0.04 MI N OF MD 170
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:76.1 ft. [23.2 m]
Total length:355.0 ft. [108.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1967
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:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,770 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$703,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairGood277085.7
August 2016FairFairFairGood277085.7
July 2015FairFairFairGood231485.8
June 2014FairFairFairGood231485.8
June 2013FairFairFairGood231485.8
March 2012FairFairFairGood231485.8
March 2011FairFairFairGood231485.8
February 2010FairFairFairGood231485.8
October 2008FairFairFairGood231485.8
August 2006FairFairFairGood300085.7
June 2004FairSatisfactorySatisfactoryGood300097.7
July 2002FairSatisfactorySatisfactoryGood300097.7
June 2000GoodGoodGoodGood10900087.8
June 1998GoodGoodGoodGood10900087.8
December 1997FairSatisfactorySatisfactoryGood10900087.8
July 1995GoodGoodGoodGood10900089.8
July 1993FairFairFairGood10900076.5
June 1991FairSatisfactorySatisfactorySatisfactory10900089.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Pier Walllinear ft.6058020
Reinforced Concrete Abutmentlinear ft.60501000
Reinforced Concrete Pier Caplinear ft.150150000
Joints
Compression Jointlinear ft.3003000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.750750000
Reinforced Concrete Bridge Raillinear ft.7507401000
Deck
Reinforced Concrete Slabsq. ft.10,6509,737857560
Wearing Surfacessq. ft.9,9408,4491,49100