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SMITH AVENUE over JONES FALLS

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

Facts 

Name:SMITH AVENUE over JONES FALLS
Structure number:200000BC3509010
Location:INTER. WITH FALLS ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:57.1 ft. [17.4 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1963
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:6,660 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inventory rating:68.3 tons [62.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$191,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201468.0Functionally obsoleteSatisfactoryFairFair6660
September 201268.0Functionally obsoleteSatisfactoryFairFair6660
September 201068.0Functionally obsoleteSatisfactoryFairFair6660
October 200968.0Functionally obsoleteSatisfactoryFairFair6660
October 200768.0Functionally obsoleteSatisfactoryFairFair6660
October 200568.0Functionally obsoleteSatisfactoryFairFair6660
October 200368.0Functionally obsoleteSatisfactoryFairFair6660
November 200179.3Functionally obsoleteSatisfactorySatisfactorySatisfactory5739
November 199979.3Functionally obsoleteGoodSatisfactorySatisfactory5739
November 199779.3Functionally obsoleteGoodSatisfactorySatisfactory5739
January 199779.3Functionally obsoleteGoodSatisfactorySatisfactory5739
March 199567.3Functionally obsoleteGoodSatisfactoryFair5739
October 199269.3Functionally obsoleteGoodSatisfactoryFair5739
October 199080.4Functionally obsoleteGoodGoodSatisfactory5739