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I-395 NB SPUR over RUSSELL STREET

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

Facts 

Name:I-395 NB SPUR over RUSSELL STREET
Structure number:300000BCWT36011
Location:MILEPOST M3.6
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:172.9 ft. [52.7 m]
Total length:625.0 ft. [190.5 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:State Toll Authority [31]
Year built:1980
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:4
Main spans material:Steel continuous [4]
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: February 2014 

Status:Open, no restriction [A]
Average daily traffic:26,343 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:27.4 tons [24.9 metric tons]
Sufficiency rating:85.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,273,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201485.2Not deficientGoodSatisfactorySatisfactory26343
April 201293.3Not deficientGoodSatisfactorySatisfactory26343
April 201093.3Not deficientSatisfactorySatisfactorySatisfactory26343
May 200983.5Not deficientGoodGoodSatisfactory62700
March 200883.5Not deficientGoodGoodSatisfactory62700
December 200683.5Not deficientGoodGoodSatisfactory62700
November 200583.5Not deficientGoodGoodGood62700
January 200483.5Not deficientGoodGoodGood62700
February 200283.5Not deficientGoodGoodGood62700
March 200083.5Not deficientGoodGoodGood62700
March 199883.5Not deficientGoodGoodGood62700
May 199669.6Functionally obsoleteGoodGoodGood62700
November 199390.6Not deficientGoodGoodGood62700
November 199190.6Not deficientVery GoodVery GoodVery Good62700