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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: May 2015 

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:48.8 tons [44.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201569.8Functionally obsoleteGoodGoodSatisfactory24200
November 201469.8Functionally obsoleteGoodGoodSatisfactory24200
November 201269.6Functionally obsoleteGoodGoodSatisfactory24200
November 201069.6Functionally obsoleteGoodGoodSatisfactory24200
March 200873.9Functionally obsoleteGoodGoodSatisfactory24200
January 200673.9Functionally obsoleteGoodGoodSatisfactory24200
December 200373.9Functionally obsoleteGoodGoodGood24200
January 200273.9Functionally obsoleteVery GoodGoodGood24200
February 200074.2Functionally obsoleteVery GoodGoodGood22000
January 199876.1Functionally obsoleteExcellentGoodGood23000
August 199556.6Functionally obsoleteSatisfactorySatisfactoryFair23000
December 199269.2Functionally obsoleteSatisfactorySatisfactorySatisfactory23000
April 199168.2Functionally obsoleteGoodGoodSatisfactory23000