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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
July 201581.0Functionally obsoleteGoodVery GoodVery Good88992
August 201381.0Functionally obsoleteGoodVery GoodVery Good88992
August 201181.0Functionally obsoleteGoodVery GoodVery Good89000
August 200981.0Functionally obsoleteGoodVery GoodVery Good88992
September 200781.0Functionally obsoleteGoodVery GoodVery Good88992
September 200581.0Functionally obsoleteGoodVery GoodVery Good88992
August 200381.0Not deficientGoodVery GoodVery Good88992
June 200181.0Not deficientGoodVery GoodVery Good88992
May 199983.0Not deficientGoodVery GoodVery Good74373
July 199783.3Not deficientSatisfactorySatisfactorySatisfactory72172
June 199582.6Not deficientVery GoodVery GoodSatisfactory72172
May 199343.9Structurally deficientPoorPoorPoor79356
April 199146.9Structurally deficientPoorPoorPoor88586