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RUSSELL ST. SB RAM over WALKWAY

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

Facts 

Name:RUSSELL ST. SB RAM over WALKWAY
Structure number:200000BC8002010
Location:UNDER IS 95
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:44.9 ft. [13.7 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance below bridge:8.9 ft. [2.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:2006
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:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:13,300 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Inventory rating:86.8 tons [78.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$376,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201594.7Functionally obsoleteGoodVery GoodGood13300
December 201394.7Not deficientGoodVery GoodGood13300
December 201194.7Not deficientVery GoodVery GoodVery Good13300
December 200992.7Not deficientVery GoodExcellentExcellent13300
November 200792.7Not deficientVery GoodExcellentExcellent13300
June 200692.7Not deficientExcellentExcellentExcellent13300
November 200545.0Structurally deficientSatisfactoryPoorPoor13300
November 200345.0Structurally deficientSatisfactoryPoorPoor13300
November 200125.8Structurally deficientSatisfactoryPoorSerious11684
December 199925.8Structurally deficientSatisfactoryPoorSerious11684
January 199825.8Structurally deficientSatisfactoryPoorSerious11684
June 199531.6Structurally deficientSatisfactoryFairSerious11684
November 199295.1Not deficientSatisfactorySatisfactorySatisfactory11684
October 199195.1Not deficientGoodSatisfactorySatisfactory11684