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RTE I95 over HOLLERS AVENUE, EASTCHES

Map 

Coordinates:
+40.88551, -73.82084
40°53'08" N, 73°49'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I95 over HOLLERS AVENUE, EASTCHES
Structure number:000000005075439
Location:3.9 MI NW I295 & I95
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on Interstate toll segment under Secretarial Agreement [4]
Length of largest span:163.1 ft. [49.7 m]
Total length:623.1 ft. [189.9 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:106.6 ft. [32.5 m]
Vertical clearance below bridge:49.9 ft. [15.2 m]
Owner:State Toll Authority [31]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
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: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:88,992 [as of 1999]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:69.7 tons [63.4 metric tons]
Sufficiency rating:81.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$820,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201581.0GoodGoodVery GoodVery GoodFO88992
August 201381.0GoodGoodVery GoodVery GoodFO88992
August 201181.0GoodGoodVery GoodVery GoodFO89000
August 200981.0GoodGoodVery GoodVery GoodFO88992
September 200781.0GoodGoodVery GoodVery GoodFO88992
September 200581.0GoodGoodVery GoodVery GoodFO88992
August 200381.0GoodGoodVery GoodVery Good-88992
June 200181.0GoodGoodVery GoodVery Good-88992
May 199983.0GoodGoodVery GoodVery Good-74373
July 199783.3FairSatisfactorySatisfactorySatisfactory-72172
June 199582.6FairVery GoodVery GoodSatisfactory-72172
May 199343.9PoorPoorPoorPoorSD79356
April 199146.9PoorPoorPoorPoorSD88586