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TOMPKINS AVENUE over WILLOW AVENUE, SIRT SOUT

Map

Coordinates:
+40.61691, -74.07452
40°37'01" N, 74°04'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOMPKINS AVENUE over WILLOW AVENUE, SIRT SOUT
Structure number:000000002249510
Location:1 MI NW OF VERZ - NAR BRG
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:53.8 ft. [16.4 m]
Total length:98.1 ft. [29.9 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:16.4 ft. [5.0 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans 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: October 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:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:96.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,027,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodVery GoodVery GoodGood873596.7
October 2014GoodVery GoodVery GoodGood873593.7
October 2012GoodVery GoodVery GoodGood870093.7
November 2010GoodVery GoodVery GoodGood285595.6
November 2008GoodVery GoodVery GoodGood790493.8
October 2006GoodVery GoodVery GoodGood285595.6
December 2004GoodVery GoodVery GoodGood285595.6
June 2002GoodVery GoodVery GoodGood983894.6
June 2000GoodVery GoodVery GoodGood983894.6
August 1998GoodGoodGoodGood983894.6
July 1996Fair-SatisfactoryFair983883.3
June 1994Poor-SatisfactoryPoor900064.8
March 1992Poor-Very GoodPoor900064.8
April 1990PoorPoorPoorPoor900046.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,2791,2245500
Deck
Prestressed Concrete Top Flangesq. ft.5,3725,372000
Wearing Surfacessq. ft.3,6983,33036800
Substructure
Reinforced Concrete Columneach54100
Reinforced Concrete Abutmentlinear ft.124566800
Reinforced Concrete Pier Caplinear ft.6262000
Joints
Compression Jointlinear ft.124001240
Bearings
Elastomeric Bearingeach3939000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2061862000