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PRESTON STREET over I-83 AND ABANDONED RAILR

Map 

Coordinates:
+39.30500, -76.61167
39°18'18" N, 76°36'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PRESTON STREET over I-83 AND ABANDONED RAILR
Structure number:200000BC1204010
Location:0.3 MI N MD STATE PEN
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:101.1 ft. [30.8 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1959
Year reconstructed:1993
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: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:18,200 [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 replacement [2]
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:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:74.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$12,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201674.7FairGoodGoodSatisfactoryFO18200
November 201474.7FairGoodGoodSatisfactoryFO18200
November 201272.7FairGoodGoodSatisfactoryFO18200
November 201072.7FairGoodGoodSatisfactoryFO18200
January 201072.7FairGoodGoodSatisfactoryFO18200
January 200872.7FairGoodGoodSatisfactoryFO18200
December 200572.7FairGoodGoodSatisfactoryFO18200
November 200572.7FairGoodGoodSatisfactoryFO18200
November 200372.7GoodGoodGoodGoodFO18000
February 200272.7GoodVery GoodVery GoodGoodFO18000
January 200073.1GoodVery GoodVery GoodGood-15000
February 199873.1GoodVery GoodVery GoodGood-15000
June 199573.5GoodVery GoodVery GoodVery Good-15000
December 199075.5GoodGoodGoodGoodFO15000