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ST. PAUL STREET over I-83 AND AMTRAK

Map 

Coordinates:
+39.30667, -76.61500
39°18'24" N, 76°36'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ST. PAUL STREET over I-83 AND AMTRAK
Structure number:200000BC1205010
Location:0.2 MI S OF NORTH AVE
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:143.1 ft. [43.6 m]
Total length:710.0 ft. [216.4 m]
Roadway width between curbs:49.5 ft. [15.1 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:1996
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 continuous [4]
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: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,200 [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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:76.8 tons [69.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:73.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201673.9FairGoodGoodSatisfactoryFO24200
May 201569.8FairGoodGoodSatisfactoryFO24200
November 201469.8FairGoodGoodSatisfactoryFO24200
November 201269.6FairGoodGoodSatisfactoryFO24200
November 201069.6FairGoodGoodSatisfactoryFO24200
March 200873.9FairGoodGoodSatisfactoryFO24200
January 200673.9FairGoodGoodSatisfactoryFO24200
December 200373.9GoodGoodGoodGoodFO24200
January 200273.9GoodVery GoodGoodGoodFO24200
February 200074.2GoodVery GoodGoodGoodFO22000
January 199876.1GoodExcellentGoodGoodFO23000
August 199556.6FairSatisfactorySatisfactoryFairFO23000
December 199269.2FairSatisfactorySatisfactorySatisfactoryFO23000
April 199168.2FairGoodGoodSatisfactoryFO23000