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CLIFTON AVENUE over WINDSOR MILL ROAD

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

Facts 

Name:CLIFTON AVENUE over WINDSOR MILL ROAD
Structure number:200000BC2502010
Location:0.6 MI E OF HILTON ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:226.1 ft. [68.9 m]
Total length:226.1 ft. [68.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
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:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:25,000 [as of 2007]
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]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:93.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$13,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201493.4Not deficientGoodGoodGood25000
August 201293.4Not deficientGoodGoodGood25000
August 201093.4Not deficientGoodGoodGood25000
November 200993.4Not deficientGoodVery GoodGood25000
November 200793.4Not deficientGoodVery GoodGood25000
November 200593.4Not deficientGoodVery GoodGood25000
November 200393.4Not deficientVery GoodVery GoodVery Good25000
December 200183.8Not deficientVery GoodVery GoodVery Good25000
December 199992.9Not deficient---20499
January 199842.9Structurally deficientFairSeriousPoor20499
March 199542.4Structurally deficientFairSeriousPoor20499
December 199242.4Structurally deficientFairSeriousPoor20499
November 199078.1Not deficientGoodFairFair20499