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I-395 RAMP SPUR over STADIUM LOT

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

Facts 

Name:I-395 RAMP SPUR over STADIUM LOT
Structure number:300000BCWT12010
Location:MILEPOST 1.2
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:130.9 ft. [39.9 m]
Total length:785.1 ft. [239.3 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Toll Authority [31]
Year built:1981
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:6
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:19,344 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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:99.2 tons [90.2 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201495.3Not deficientGoodSatisfactoryGood19344
March 201295.3Not deficientGoodSatisfactoryGood19344
May 201095.3Not deficientGoodSatisfactoryGood19344
May 200989.2Not deficientGoodGoodGood62700
March 200889.2Not deficientGoodGoodGood62700
December 200689.2Not deficientGoodGoodGood62700
September 200589.2Not deficientGoodGoodGood62700
January 200489.2Not deficientGoodGoodGood62700
February 200289.2Not deficientGoodGoodGood62700
February 200089.2Not deficientGoodGoodGood62700
March 199889.2Not deficientGoodGoodGood62700
March 199691.2Not deficientGoodGoodVery Good62700
December 199390.6Not deficientGoodGoodGood62700
November 199190.6Not deficientVery GoodVery GoodVery Good62700