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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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201586.0FairExcellentSatisfactorySatisfactory-976
October 201369.0PoorPoorSatisfactoryFairSD976
November 201169.0PoorPoorSatisfactoryFairSD980
November 200970.3PoorPoorSatisfactorySatisfactorySD12127
October 200770.5PoorPoorSatisfactorySatisfactorySD9300
November 200571.5PoorPoorSatisfactorySatisfactorySD9300
October 200371.5PoorPoorSatisfactorySatisfactorySD9300
October 200144.9PoorPoorSatisfactoryPoorSD9300
November 199944.9PoorPoorSatisfactoryPoorSD9300
March 199860.3PoorPoorSatisfactoryFairSD9300
February 199627.6PoorPoorFairSeriousSD9300
March 199433.0PoorPoorFairSeriousSD2700
May 199333.0PoorPoorFairSeriousSD2700
September 199233.0PoorPoorFairSeriousSD2700
October 199150.4PoorPoorFairPoorSD2700