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TOMPKINS AVENUE over GREENFIELD AVENUE

Map

Coordinates:
+40.61743, -74.07488
40°37'03" N, 74°04'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOMPKINS AVENUE over GREENFIELD AVENUE
Structure number:000000002249840
Location:AT CLIFTON
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,735 [as of 2011]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:103.7 tons [94.3 metric tons]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:93.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,715,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201693.7GoodGoodGoodGood-8735
March 201493.7GoodGoodGoodGood-8903
March 201293.7GoodGoodGoodGood-8903
March 201093.7GoodGoodGoodVery Good-8903
April 200893.9GoodGoodGoodVery Good-7904
February 200693.7GoodGoodGoodVery Good-8903
March 200493.7GoodGoodGoodVery Good-8903
April 200293.7GoodGoodExcellentVery Good-8903
March 200093.7GoodGoodExcellentVery Good-8903
April 199893.7FairSatisfactoryExcellentGood-8903
July 199682.3Fair-Very GoodFair-9838
August 199480.1Fair-Very GoodFair-9000
May 199391.3Fair-Very GoodSatisfactory-9000
June 199291.3Fair-Very GoodSatisfactory-9000
August 199138.6PoorPoorPoorPoorSD9000