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RTE I295 over RANDALL AVENUE

Map 

Coordinates:
+40.82467, -73.82486
40°49'29" N, 73°49'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I295 over RANDALL AVENUE
Structure number:000000001066199
Location:.7 MI SE I78+I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.7 ft. [30.7 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2006
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:3
Main spans material:Steel [3]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:83,554 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,118,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201594.0Not deficientVery GoodGoodGood83554
September 201394.0Not deficientExcellentGoodGood83554
October 201194.0Not deficientExcellentGoodGood83600
November 200994.0Not deficientExcellentGoodGood68902
September 200794.0Not deficientExcellentGoodGood109438
September 200594.0Not deficientExcellentGoodSatisfactory109438
July 200391.0Not deficientPoorSatisfactorySatisfactory109438
August 200191.0Structurally deficientPoorSatisfactorySatisfactory103440
September 199993.0Not deficientFairGoodGood103759
January 199874.0Structurally deficientPoorSatisfactorySatisfactory101161
February 199648.0Structurally deficientPoorPoorFair153012
January 199447.0Structurally deficientPoorPoorPoor153012
February 199247.0Structurally deficientPoorPoorPoor153012
March 199064.0Structurally deficientPoorPoorPoor153012