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CHARLES STREET over AMTRAK

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

Facts

Name:CHARLES STREET over AMTRAK
Structure number:200000BC1210010
Location:0.2 MI N OF MT ROYAL AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:66.9 ft. [20.4 m]
Total length:235.9 ft. [71.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:33°
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,800 [as of 2014]
Truck traffic:5% 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: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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:74.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201674.6GoodVery GoodVery GoodVery GoodFO18800
November 201474.6GoodVery GoodVery GoodVery GoodFO18800
November 201273.6GoodVery GoodVery GoodVery GoodFO18800
November 201073.6GoodVery GoodVery GoodVery Good-18800
January 201073.6GoodVery GoodVery GoodVery Good-18800
January 200873.6GoodVery GoodVery GoodVery Good-18800
January 200673.6GoodVery GoodVery GoodVery Good-18800
November 200573.6GoodVery GoodVery GoodVery Good-18800
December 200373.6GoodVery GoodVery GoodVery Good-18800
January 20029.2PoorPoorPoorSeriousSD4919
February 20009.2PoorPoorPoorSeriousSD4919
January 19989.2PoorPoorPoorSeriousSD4919
March 199511.2PoorPoorPoorSeriousSD4919
December 199211.2PoorPoorPoorSeriousSD4919
April 199111.2PoorPoorPoorSeriousSD4919