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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
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:Other Principal Arterial (Urban) [14]
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]

Latest Available Inspection: August 2014 

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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$139,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201478.7Functionally obsolete-FairFair19400
August 201278.7Functionally obsolete-FairSatisfactory19400
August 201074.6Functionally obsolete-FairSatisfactory19400
October 200874.6Functionally obsolete-FairSatisfactory19400
April 200675.0Functionally obsolete-FairSatisfactory19400
February 200475.0Functionally obsolete-FairSatisfactory19400
February 200258.0Structurally deficientPoorPoorPoor19050
February 200075.0Functionally obsoleteSatisfactoryFairSatisfactory16707
March 199875.0Functionally obsoleteSatisfactoryFairGood16707
April 199584.6Functionally obsoleteSatisfactorySatisfactorySatisfactory16707
December 199284.6Functionally obsoleteSatisfactorySatisfactorySatisfactory16707
December 199083.1Functionally obsoleteSatisfactorySatisfactorySatisfactory16707