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TOMPKINS AVENUE over GREENFIELD AVENUE

Map 

Coordinates:
+40.61743, -74.07488
40°37'03" N, 74°04'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:8,903 [as of 1997]
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: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:104.8 tons [95.3 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,514,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201493.7Not deficientGoodGoodGood8903
March 201293.7Not deficientGoodGoodGood8903
March 201093.7Not deficientGoodGoodVery Good8903
April 200893.9Not deficientGoodGoodVery Good7904
February 200693.7Not deficientGoodGoodVery Good8903
March 200493.7Not deficientGoodGoodVery Good8903
April 200293.7Not deficientGoodExcellentVery Good8903
March 200093.7Not deficientGoodExcellentVery Good8903
April 199893.7Not deficientSatisfactoryExcellentGood8903
July 199682.3Not deficient-Very GoodFair9838
August 199480.1Not deficient-Very GoodFair9000
May 199391.3Not deficient-Very GoodSatisfactory9000
June 199291.3Not deficient-Very GoodSatisfactory9000
August 199138.6Structurally deficientPoorPoorPoor9000