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NEWBURY STREET over WESTERN RUN

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

Facts 

Name:NEWBURY STREET over WESTERN RUN
Structure number:200000BC3508010
Location:0.05 MI N KELLY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:36.1 ft. [11.0 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1972
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,941 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:80.3 tons [73.0 metric tons]
Sufficiency rating:96.8
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201696.8GoodGoodGoodGood-1941
December 201496.8Good-GoodGood-1775
December 201278.8GoodExcellentVery GoodGood-1775
December 201020.0PoorSatisfactorySeriousGoodSD1775
October 200920.0PoorSatisfactorySeriousGoodSD1775
October 200751.6PoorSatisfactoryPoorGoodSD1775
October 200551.6PoorSatisfactoryPoorGoodSD1775
September 200365.7PoorSeriousPoorGoodSD1775
November 200167.8PoorPoorPoorGoodSD1425
November 199983.8PoorPoorFairGoodSD1425
December 199783.8PoorPoorFairGoodSD1425
January 199783.8PoorPoorFairGoodSD1425
February 199586.9FairSatisfactoryFairSatisfactory-1425
October 199287.9FairSatisfactoryFairSatisfactory-1425
October 199096.9FairGoodSatisfactoryGood-1425