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41ST STREET over I-83 AND JONES FALLS

Map 

Coordinates:
+39.33500, -76.64500
39°20'06" N, 76°38'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:41ST STREET over I-83 AND JONES FALLS
Structure number:200000BC3207010
Location:3 MI N NORTH AVE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:134.8 ft. [41.1 m]
Total length:1237.9 ft. [377.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1986
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:22
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
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:Structurally deficient [1]
Sufficiency rating:48.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$211,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201448.3Structurally deficientSatisfactoryGoodPoor5000
July 201264.8Functionally obsoleteSatisfactoryGoodFair5000
July 201064.8Functionally obsoleteSatisfactoryGoodFair5000
December 200975.0Functionally obsoleteSatisfactoryGoodSatisfactory5000
December 200777.1Functionally obsoleteGoodGoodSatisfactory5000
November 200577.1Functionally obsoleteGoodGoodSatisfactory5000
December 200377.1Functionally obsoleteGoodGoodSatisfactory5000
March 200277.2Functionally obsoleteGoodGoodGood4304
January 200077.2Functionally obsoleteGoodGoodGood4304
January 199877.2Functionally obsoleteGoodGoodGood4304
March 199577.1Functionally obsoleteGoodGoodGood4304
December 199277.1Functionally obsoleteGoodGoodGood4304
December 199057.5Functionally obsoleteGoodGoodGood4304