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RTE I695 over RTE I295

Map 

Coordinates:
+40.82130, -73.81476
40°49'17" N, 73°48'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I695 over RTE I295
Structure number:000000001066170
Location:1.2 MILE I78 & I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:123.0 ft. [37.5 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:57°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span 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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:48,782 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Inventory rating:88.8 tons [80.7 metric tons]
Sufficiency rating:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,113,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201693.7GoodVery GoodVery GoodGood-48782
July 201489.2GoodVery GoodVery GoodGoodFO98400
August 201289.2GoodExcellentExcellentVery GoodFO98400
September 201089.2GoodExcellentExcellentVery GoodFO98400
September 200889.2GoodExcellentExcellentVery GoodFO98400
October 200689.2GoodExcellentExcellentVery Good-98400
November 200489.2GoodExcellentExcellentExcellent-98400
November 200289.2GoodExcellentExcellentExcellent-98400
December 200089.2GoodExcellentExcellentExcellent-98400
June 199919.6PoorFairFairPoorSD98400
May 199819.6PoorFairFairPoorSD98400
May 19972.6PoorFairSatisfactorySeriousSD98400
May 19962.4PoorPoorPoorSeriousSD98400
May 19952.4PoorPoorPoorSeriousSD98400
July 199415.9PoorPoorPoorPoorSD90290
August 199315.9PoorPoorPoorPoorSD100900
September 199215.9PoorPoorPoorPoorSD97500
October 199115.9PoorPoorPoorPoorSD97500