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


Structure number:200000BC5146010
Location:0.6 M. E. OF HANOVER ST
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:105.0 ft. [32.0 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1981
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]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:11,750 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:80.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$37,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201480.9Not deficientGoodGoodGood11750
October 201280.9Not deficientGoodGoodGood11750
October 201076.9Not deficientGoodGoodGood11750
October 200876.9Not deficientGoodGoodGood11750
July 200676.9Not deficientGoodGoodGood11750
March 200476.9Not deficientGoodGoodGood11750
February 200278.9Not deficientSatisfactoryGoodGood11630
February 200081.4Not deficientGoodGoodGood9300
February 199879.4Not deficientGoodGoodGood9300
August 199579.3Not deficientGoodGoodGood9300
January 199381.3Not deficientGoodGoodGood9300
October 199181.3Not deficientGoodVery GoodGood9300