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HILLSIDE AVENUE over RTE I678, RTE I678

Map 

Coordinates:
+40.70403, -73.81720
40°42'14" N, 73°49'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HILLSIDE AVENUE over RTE I678, RTE I678
Structure number:000000001055710
Location:.4 MI SE RTE 678+RTE 25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:68.2 ft. [20.8 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:106.6 ft. [32.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:28,108 [as of 2009]
Truck traffic:7% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:73.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$398,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201473.2Not deficientVery GoodVery GoodGood28108
January 201273.2Not deficientGoodGoodGood28100
January 201073.2Not deficientExcellentGoodExcellent28108
February 200873.2Not deficientExcellentExcellentExcellent28108
January 200667.3Functionally obsoleteFairGoodSatisfactory25043
January 200467.3Functionally obsoleteFairGoodSatisfactory25043
January 200266.3Functionally obsoleteFairGoodSatisfactory25043
January 200066.4Functionally obsoleteFairGoodSatisfactory23754
February 199866.4Functionally obsoleteFairSatisfactorySatisfactory23754
February 199652.9Structurally deficientPoorFairFair22396
February 199437.3Structurally deficientPoorPoorPoor29700
February 199237.3Structurally deficientPoorPoorPoor29700
February 199037.3Structurally deficientPoorSatisfactoryPoor29700