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LOMBARD STREET VIA over NORFOLK SOUTHERN RAILROA

Map 

Coordinates:
+39.29181, -76.55733
39°17'31" N, 76°33'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOMBARD STREET VIA over NORFOLK SOUTHERN RAILROA
Structure number:200000BC4401010
Location:0.2 MI W OF I-895
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.9 ft. [28.3 m]
Total length:414.1 ft. [126.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:1991
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 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:30,700 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:73.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$133,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201673.1FairGoodSatisfactoryGoodFO30700
November 201475.2FairFairSatisfactoryGoodFO30700
November 201276.2FairGoodSatisfactoryGoodFO30700
November 201074.2GoodGoodGoodGoodFO30700
October 200874.2GoodGoodGoodGoodFO30700
May 200674.2GoodGoodGoodGoodFO30700
January 200474.2GoodGoodGoodGoodFO30700
February 200274.2GoodGoodGoodGoodFO30690
February 200074.6GoodGoodGoodGood-27400
February 199876.6GoodGoodGoodGood-27400
July 199577.3GoodGoodGoodGood-27400
November 199273.1GoodVery GoodVery GoodVery Good-8379
February 199175.1----FO8379