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WATERVIEW AVENUE over MD 295, B/W PARKWAY

Map 

Coordinates:
+39.26167, -76.63667
39°15'42" N, 76°38'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:WATERVIEW AVENUE over MD 295, B/W PARKWAY
Structure number:200000BC5402010
Location:0.6 MI S OF I-95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:68.9 ft. [21.0 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:19,170 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:63.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$179,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:16,650 [as of 1994]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$76,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:16,650 [as of 1988]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:61.8