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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 2016 

Good/Fair/Poor Condition:Good
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:67.3 tons [61.2 metric tons]
Inventory rating:40.4 tons [36.7 metric tons]
Sufficiency rating:93.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$13,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201693.4GoodGoodGoodGood-25000
August 201493.4GoodGoodGoodGood-25000
August 201293.4GoodGoodGoodGood-25000
August 201093.4GoodGoodGoodGood-25000
November 200993.4GoodGoodVery GoodGood-25000
November 200793.4GoodGoodVery GoodGood-25000
November 200593.4GoodGoodVery GoodGood-25000
November 200393.4GoodVery GoodVery GoodVery Good-25000
December 200183.8GoodVery GoodVery GoodVery Good-25000
December 199992.9-----20499
January 199842.9PoorFairSeriousPoorSD20499
March 199542.4PoorFairSeriousPoorSD20499
December 199242.4PoorFairSeriousPoorSD20499
November 199078.1FairGoodFairFair-20499