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TOMPKINS AVENUE over WILLOW AVENUE, SIRT SOUT

Map 

Coordinates:
+40.61693, -74.07455
40°37'01" N, 74°04'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:17.1 ft. [5.2 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:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:8,735 [as of 2011]
Truck traffic:5% 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$333,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201493.7Functionally obsoleteVery GoodVery GoodGood8735
October 201293.7Functionally obsoleteVery GoodVery GoodGood8700
November 201095.6Functionally obsoleteVery GoodVery GoodGood2855
November 200893.8Functionally obsoleteVery GoodVery GoodGood7904
October 200695.6Functionally obsoleteVery GoodVery GoodGood2855
December 200495.6Functionally obsoleteVery GoodVery GoodGood2855
June 200294.6Not deficientVery GoodVery GoodGood9838
June 200094.6Not deficientVery GoodVery GoodGood9838
August 199894.6Not deficientGoodGoodGood9838
July 199683.3Not deficient-SatisfactoryFair9838
June 199464.8Not deficient-SatisfactoryPoor9000
March 199264.8Not deficient-Very GoodPoor9000
April 199046.7Structurally deficientPoorPoorPoor9000