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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201594.0GoodVery GoodGoodGood-83554
September 201394.0GoodExcellentGoodGood-83554
October 201194.0GoodExcellentGoodGood-83600
November 200994.0GoodExcellentGoodGood-68902
September 200794.0GoodExcellentGoodGood-109438
September 200594.0FairExcellentGoodSatisfactory-109438
July 200391.0PoorPoorSatisfactorySatisfactory-109438
August 200191.0PoorPoorSatisfactorySatisfactorySD103440
September 199993.0FairFairGoodGood-103759
January 199874.0PoorPoorSatisfactorySatisfactorySD101161
February 199648.0PoorPoorPoorFairSD153012
January 199447.0PoorPoorPoorPoorSD153012
February 199247.0PoorPoorPoorPoorSD153012
March 199064.0PoorPoorPoorPoorSD153012