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ARGYLE AVENUE over AMTRAK RAILROAD

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

Facts

Name:ARGYLE AVENUE over AMTRAK RAILROAD
Structure number:200000BC8008010
Location:0.5 M E OF FULTON AV
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:65.9 ft. [20.1 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year reconstructed:1948
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:3
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,290 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:50.4 tons [45.8 metric tons]
Inventory rating:30.5 tons [27.7 metric tons]
Sufficiency rating:89.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$82,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201789.3FairSatisfactorySatisfactorySatisfactoryFO3290
April 201480.6FairFairFairSatisfactoryFO3290
April 201280.6FairFairFairSatisfactoryFO3100
April 201080.6FairFairFairSatisfactoryFO3100
February 200880.6FairFairFairSatisfactoryFO3100
March 200680.6FairFairFairSatisfactoryFO3100
January 200479.6FairFairFairSatisfactoryFO3100
April 200281.7FairFairFairSatisfactoryFO2500
January 200082.7FairSatisfactoryFairSatisfactoryFO2500
January 199866.6PoorSatisfactoryPoorSatisfactorySD2500
May 199593.8FairSatisfactorySatisfactorySatisfactoryFO2500
October 199293.8FairSatisfactorySatisfactorySatisfactoryFO2500
April 199193.8FairSatisfactorySatisfactorySatisfactoryFO2500