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WASHINGTON BOULEVA over CSX

Map 

Coordinates:
+39.31667, -76.59500
39°19'00" N, 76°35'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WASHINGTON BOULEVA over CSX
Structure number:200000BC9002010
Location:0.7MI NE OF PATAPSCO AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.1 ft. [36.6 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2008]
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$98,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201494.3Not deficientGoodGoodSatisfactory18000
October 201294.3Not deficientSatisfactoryGoodSatisfactory18000
October 201076.8Functionally obsoleteGoodVery GoodSatisfactory18000
September 200876.8Functionally obsoleteGoodVery GoodSatisfactory18000
April 200876.8Functionally obsoleteGoodVery GoodSatisfactory18000
March 200676.8Functionally obsoleteGoodVery GoodSatisfactory18000
April 200430.5Structurally deficientGoodVery GoodSerious18000
November 200348.3Structurally deficientGoodVery GoodPoor18000
November 200131.8Structurally deficientGoodVery GoodSerious14349
November 199931.8Structurally deficientGoodVery GoodSerious14349
November 199731.8Structurally deficientGoodVery GoodSerious14349
January 199731.8Structurally deficientGoodVery GoodSerious14349
March 199532.8Structurally deficientGoodVery GoodSerious14349
November 199232.8Structurally deficientGoodVery GoodSerious14349
January 199132.8Structurally deficientVery GoodVery GoodSerious14349