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LOMBARD STREET over JONES FALLS STREAM

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

Facts 

Name:LOMBARD STREET over JONES FALLS STREAM
Structure number:200000BC1207020
Location:0.1 MI N OF PRATT ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:97.8 ft. [29.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:19,240 [as of 2007]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$14,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201567.2Functionally obsolete---19240
December 201478.7Functionally obsolete---19240
December 201378.7Functionally obsolete---19240
December 201278.7Functionally obsolete---19240
December 201178.7Functionally obsolete---19240
August 201078.7Functionally obsolete---19240
November 200978.7Functionally obsolete---19240
November 200778.7Functionally obsolete---19240
November 200578.7Functionally obsolete---19240
August 200378.7Functionally obsolete---19240
March 200280.8Not deficient---19050
February 200081.1Not deficient---16707
February 199881.1Not deficient---16707
March 199581.5Not deficient---16707
November 199281.5Not deficient---16707
October 199070.1Not deficient---16707