Share:

28TH STREET over FALLS ROAD, JONES FALLS,

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:28TH STREET over FALLS ROAD, JONES FALLS,
Structure number:200000BC3215010
Location:0.8 MI N NORTH AVE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:155.8 ft. [47.5 m]
Total length:755.9 ft. [230.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
Year reconstructed:1988
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:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:21,200 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$37,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201476.4Functionally obsoleteGoodGoodSatisfactory21200
December 201276.4Functionally obsoleteGoodGoodSatisfactory21200
December 201076.4Functionally obsoleteGoodGoodSatisfactory21200
May 200876.4Functionally obsoleteGoodGoodSatisfactory21200
September 200676.4Functionally obsoleteGoodGoodSatisfactory21200
January 200476.4Functionally obsoleteGoodGoodSatisfactory21200
March 200276.4Functionally obsoleteGoodGoodSatisfactory21030
February 200076.7Functionally obsoleteGoodGoodSatisfactory18449
February 199876.7Functionally obsoleteVery GoodGoodSatisfactory18449
April 199577.2Not deficientVery GoodGoodSatisfactory18449
November 199277.2Not deficientVery GoodGoodSatisfactory18449
May 199145.9Functionally obsoleteVery GoodGoodSatisfactory18449