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PATAPSCO AVENUE over MD 295, B/W PARKWAY

Map 

Coordinates:
+39.25019, -76.64247
39°15'01" N, 76°38'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PATAPSCO AVENUE over MD 295, B/W PARKWAY
Structure number:200000BC5204010
Location:0.2 MI W OF RTE 648
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:56.1 ft. [17.1 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$27,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201493.4Functionally obsoleteGoodGoodGood3800
July 201293.4Functionally obsoleteGoodGoodGood3800
July 201094.4Functionally obsoleteSatisfactoryGoodGood3800
April 200898.5Not deficientSatisfactoryGoodGood3800
February 200698.5Not deficientSatisfactoryGoodGood3800
February 200498.5Not deficientVery GoodExcellentGood3800
December 200398.5Not deficientVery GoodExcellentExcellent3800
December 200198.5Not deficientExcellentExcellentExcellent3300
February 200098.5Not deficientExcellentExcellentExcellent3300
January 199898.5Not deficientExcellentExcellentExcellent3300
March 199598.5Not deficientExcellentExcellentExcellent3300
October 199284.4Not deficientSatisfactoryGoodFair20704
November 199064.3Structurally deficientGoodGoodPoor20704