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109TH AVENUE over RTE I678, RTE I678, NYNJ

Map 

Coordinates:
+40.68708, -73.80797
40°41'13" N, 73°48'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:109TH AVENUE over RTE I678, RTE I678, NYNJ
Structure number:000000001055660
Location:1.7 MI SE JCT I678 & SH25
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:65.0 ft. [19.8 m]
Total length:134.5 ft. [41.0 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:2004
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:7,475 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:100.8 tons [91.6 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,411,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201575.5Functionally obsoleteVery GoodVery GoodVery Good7475
July 201375.5Functionally obsoleteVery GoodExcellentVery Good7475
July 201175.4Not deficientVery GoodExcellentVery Good9183
July 200975.4Not deficientVery GoodExcellentVery Good10185
July 200775.4Not deficientVery GoodExcellentVery Good10004
July 200575.4Not deficientVery GoodExcellentVery Good9183
July 200371.5Not deficientExcellentExcellentExcellent9183
March 200369.5Functionally obsoleteFairSatisfactorySatisfactory9183
November 200058.5Functionally obsoleteFairSatisfactorySatisfactory7849
October 199858.5Functionally obsoleteFairSatisfactorySatisfactory7849
December 199627.1Structurally deficientPoorFairPoor7578
October 199440.0Structurally deficientPoorFairPoor1400
October 199240.0Structurally deficientPoorFairPoor1400
November 199040.0Structurally deficientPoorPoorPoor1400