Share:

WILLIS AVENUE over RTE I87, RTE I87

Map 

Coordinates:
+40.80677, -73.92452
40°48'24" N, 73°55'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILLIS AVENUE over RTE I87, RTE I87
Structure number:000000001066760
Location:2.8 MI S JCT I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:54.8 ft. [16.7 m]
Total length:115.8 ft. [35.3 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2012
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 [3]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:21,755 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:70.4 tons [64.0 metric tons]
Sufficiency rating:78.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,035,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201478.7Not deficientExcellentExcellentVery Good21755
June 201277.3Not deficientExcellentExcellentVery Good44725
June 201078.4Functionally obsoleteFairFairFair44725
May 200879.0Functionally obsoleteFairFairFair33548
June 200678.4Functionally obsoleteFairFairFair44725
July 200478.4Functionally obsoleteFairSatisfactoryFair44725
August 200278.4Functionally obsoleteFairSatisfactoryFair44725
June 200063.2Structurally deficientSatisfactoryPoorFair37436
June 199962.1Structurally deficientFairPoorFair37436
July 199861.4Structurally deficientFairPoorFair47307
May 199761.4Structurally deficientFairPoorFair47307
April 199655.5Structurally deficientPoorPoorPoor47307
May 199560.4Structurally deficientPoorPoorPoor20000
May 199460.4Structurally deficientPoorPoorPoor20000
June 199360.4Structurally deficientPoorPoorPoor20000
October 199244.1Structurally deficientPoorSeriousPoor20000
December 199144.1Structurally deficientPoorSeriousPoor20000