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I-395 SB over OSTEND STREET

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

Facts 

Name:I-395 SB over OSTEND STREET
Structure number:300000BCWT11012
Location:MILEPOST 1.1
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:130.9 ft. [39.9 m]
Total length:1006.0 ft. [306.6 m]
Roadway width between curbs:52.8 ft. [16.1 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:26.9 ft. [8.2 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:8
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:40,802 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:66.3 tons [60.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201488.0Functionally obsoleteSatisfactoryGoodSatisfactory40802
March 201288.0Functionally obsoleteSatisfactoryGoodSatisfactory40802
May 201076.0Functionally obsoleteSatisfactoryFairSatisfactory40802
May 200989.2Not deficientSatisfactoryGoodSatisfactory62700
March 200889.2Not deficientSatisfactoryGoodSatisfactory62700
December 200689.2Not deficientGoodGoodGood62700
November 200589.2Not deficientGoodGoodGood62700
January 200489.2Not deficientGoodGoodGood62700
February 200289.2Not deficientGoodGoodGood62700
February 200070.0Not deficientGoodGoodVery Good62700
March 199870.0Not deficientGoodGoodVery Good62700
March 199670.3Not deficientGoodGoodVery Good62700
November 199369.5Not deficientGoodGoodGood62700
November 199169.5Not deficientGoodGoodGood62700