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


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:15.1 ft. [4.6 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:3
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: October 2016 

Good/Fair/Poor Condition:Good
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:Equal to present minimum criteria [6]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201681.6GoodVery GoodVery GoodVery Good-12000
October 201481.6GoodVery GoodVery GoodVery Good-12000
October 201281.6GoodVery GoodVery GoodVery Good-12000
October 201081.6GoodVery GoodVery GoodVery Good-12000
November 200881.6GoodExcellentExcellentExcellent-12000
June 200881.6GoodExcellentExcellentExcellent-12000
June 200681.6GoodExcellentExcellentExcellent-12000
December 200545.7PoorPoorPoorPoorSD18700
November 200345.7PoorPoorPoorPoorSD18700
December 200142.8PoorPoorPoorPoorSD16700
November 200142.3PoorPoorPoorPoorSD18704
December 199956.2PoorPoorFairFairSD16700
December 199756.2PoorPoorSatisfactoryFairSD16700
January 199756.2PoorPoorSatisfactoryFairSD16700
September 199558.8PoorPoorFairFairSD16700
February 199363.5FairFairSatisfactoryFairFO11684
January 199163.5FairFairSatisfactoryFairFO11684