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WILKINSON AVE over RTE I95, RTE I95

Map 

Coordinates:
+40.85166, -73.82677
40°51'06" N, 73°49'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILKINSON AVE over RTE I95, RTE I95
Structure number:000000001066610
Location:1.1 MI N I295+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:65.9 ft. [20.1 m]
Total length:135.8 ft. [41.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1961
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:6,475 [as of 2002]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$11,342,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201462.3Functionally obsoleteFairFairGood6475
March 201261.8Functionally obsoleteFairFairGood6475
April 201061.8Functionally obsoleteFairFairGood6475
April 200861.8Functionally obsoleteFairFairGood6475
April 200661.2Functionally obsoleteFairFairGood6475
March 200461.2Functionally obsoleteFairFairGood6475
February 200262.6Functionally obsoleteFairFairGood4526
February 200063.2Functionally obsoleteFairFairGood4526
May 199863.2Functionally obsoleteFairFairGood4526
March 199648.9Structurally deficientPoorPoorPoor4526
April 199450.2Structurally deficientPoorPoorPoor2500
May 199250.2Structurally deficientPoorPoorPoor2500
May 199050.2Structurally deficientPoorPoorPoor2500