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MONROE STREET VIAD over CSX RAILROAD

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MONROE STREET VIAD over CSX RAILROAD
Structure number:200000BC5214010
Location:0.1 MI NW OF I-95
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:160.1 ft. [48.8 m]
Total length:893.1 ft. [272.2 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance above deck:19.0 ft. [5.8 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:2006
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:9
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
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:12,000 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:81.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$12,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201481.6Not deficientVery GoodVery GoodVery Good12000
October 201281.6Not deficientVery GoodVery GoodVery Good12000
October 201081.6Not deficientVery GoodVery GoodVery Good12000
June 200881.6Not deficientExcellentExcellentExcellent12000
November 200881.6Not deficientExcellentExcellentExcellent12000
June 200681.6Not deficientExcellentExcellentExcellent12000
December 200545.7Structurally deficientPoorPoorPoor18700
November 200345.7Structurally deficientPoorPoorPoor18700
November 200142.3Structurally deficientPoorPoorPoor18704
December 200142.8Structurally deficientPoorPoorPoor16700
December 199956.2Structurally deficientPoorFairFair16700
December 199756.2Structurally deficientPoorSatisfactoryFair16700
January 199756.2Structurally deficientPoorSatisfactoryFair16700
September 199558.8Structurally deficientPoorFairFair16700
February 199363.5Functionally obsoleteFairSatisfactoryFair11684
January 199163.5Functionally obsoleteFairSatisfactoryFair11684