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NORTH AVENUE over JONES FALLS, FALLS RD,RR

Map 

Coordinates:
+39.31105, -76.62182
39°18'40" N, 76°37'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:NORTH AVENUE over JONES FALLS, FALLS RD,RR
Structure number:200000BC1208010
Location:NORTH AVE OVER CSX
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:129.9 ft. [39.6 m]
Total length:888.2 ft. [270.7 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:103.4 ft. [31.5 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1895
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:7
Main spans material:Masonry [8]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:19,400 [as of 2007]
Truck traffic:15% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$145,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:16,707 [as of 1994]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$52,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:16,707 [as of 1988]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:32.7 tons [29.7 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.1