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PENNYFIELD AVENUE over RTE I295, RTE I295

Map 

Coordinates:
+40.81924, -73.80978
40°49'09" N, 73°48'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PENNYFIELD AVENUE over RTE I295, RTE I295
Structure number:000000001066110
Location:1.5 MI SE I78+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:87.9 ft. [26.8 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2015
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:976 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:86.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$14,205,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201586.0Not deficientExcellentSatisfactorySatisfactory976
October 201369.0Structurally deficientPoorSatisfactoryFair976
November 201169.0Structurally deficientPoorSatisfactoryFair980
November 200970.3Structurally deficientPoorSatisfactorySatisfactory12127
October 200770.5Structurally deficientPoorSatisfactorySatisfactory9300
November 200571.5Structurally deficientPoorSatisfactorySatisfactory9300
October 200371.5Structurally deficientPoorSatisfactorySatisfactory9300
October 200144.9Structurally deficientPoorSatisfactoryPoor9300
November 199944.9Structurally deficientPoorSatisfactoryPoor9300
March 199860.3Structurally deficientPoorSatisfactoryFair9300
February 199627.6Structurally deficientPoorFairSerious9300
March 199433.0Structurally deficientPoorFairSerious2700
May 199333.0Structurally deficientPoorFairSerious2700
September 199233.0Structurally deficientPoorFairSerious2700
October 199150.4Structurally deficientPoorFairPoor2700