+39.32210, -76.66475
39°19'20" N, 76°39'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:200000BC2201010
Location:0.1 MI E OF LIBERTY MED C
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:42.0 ft. [12.8 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:79.1 ft. [24.1 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1916
Year reconstructed:2000
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:5
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 2014 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.4 tons [67.6 metric tons]
Inventory rating:44.4 tons [40.4 metric tons]
Sufficiency rating:79.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$40,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201479.6Not deficientGoodGoodFair30000
November 201261.6Structurally deficientGoodGoodPoor30000
November 201061.6Structurally deficientVery GoodVery GoodPoor30000
November 200978.6Not deficientVery GoodVery GoodFair30000
November 200790.1Not deficientVery GoodVery GoodSatisfactory30000
October 200590.1Not deficientVery GoodVery GoodSatisfactory30000
November 200390.1Not deficientVery GoodVery GoodSatisfactory30000
December 200175.4Not deficientVery GoodVery GoodSatisfactory30000
December 199944.2Structurally deficientFairFairSerious3382
December 199744.2Structurally deficientFairFairSerious3382
January 199744.2Structurally deficientFairFairSerious3382
July 199544.3Structurally deficientFairFairSerious3382
November 199244.3Structurally deficientFairFairSerious3382
January 199161.6Structurally deficientGoodGoodPoor3382