RAMP TO US 1 over RTE I95, 95I X (S/B), RA


+40.84313, -73.92740
40°50'35" N, 73°55'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RAMP TO US 1 over RTE I95, 95I X (S/B), RA
Structure number:000000001076950
Location:JCT I87+I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:153.9 ft. [46.9 m]
Total length:660.1 ft. [201.2 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
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: June 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:108.8 tons [98.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$13,554,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201594.0GoodExcellentExcellentGood--
June 201394.0GoodExcellentExcellentGood-76012
July 201194.0GoodExcellentExcellentGood-76012
March 201119.2PoorFairPoorPoorSD76012
March 201047.0PoorFairPoorPoorSD76012
November 200847.0PoorFairPoorPoorSD76012
December 200747.0PoorFairPoorSatisfactorySD76012
October 200647.0PoorFairPoorSatisfactorySD76012
September 200547.0PoorFairPoorSatisfactorySD76012
September 200447.0PoorFairPoorSatisfactorySD76012
August 200347.0PoorFairPoorSatisfactorySD76012
October 200247.0PoorFairPoorSatisfactorySD6169
November 200147.0PoorFairPoorSatisfactorySD6169
September 200032.0PoorFairSeriousSatisfactorySD6169
October 199820.8PoorPoorSeriousSatisfactorySD1700
September 199720.8Poor-SeriousFairSD1700
October 199620.8Poor-SeriousPoorSD1700
June 199520.8Poor-SeriousPoorSD1700
September 199420.8Poor-SeriousPoorSD1700
September 199320.8Poor-SeriousFairSD1700
July 199220.8Poor-SeriousFairSD1700
August 199120.8Poor-SeriousPoorSD1700