+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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,811 [as of 2016]
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:79.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$40,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201679.3FairGoodGoodFair-32811
November 201479.6FairGoodGoodFair-30000
November 201261.6PoorGoodGoodPoorSD30000
November 201061.6PoorVery GoodVery GoodPoorSD30000
November 200978.6FairVery GoodVery GoodFair-30000
November 200790.1FairVery GoodVery GoodSatisfactory-30000
October 200590.1FairVery GoodVery GoodSatisfactory-30000
November 200390.1FairVery GoodVery GoodSatisfactory-30000
December 200175.4FairVery GoodVery GoodSatisfactory-30000
December 199944.2PoorFairFairSeriousSD3382
December 199744.2PoorFairFairSeriousSD3382
January 199744.2PoorFairFairSeriousSD3382
July 199544.3PoorFairFairSeriousSD3382
November 199244.3PoorFairFairSeriousSD3382
January 199161.6PoorGoodGoodPoorSD3382