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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201594.0Not deficientExcellentExcellentGood-
June 201394.0Not deficientExcellentExcellentGood76012
July 201194.0Not deficientExcellentExcellentGood76012
March 201119.2Structurally deficientFairPoorPoor76012
March 201047.0Structurally deficientFairPoorPoor76012
November 200847.0Structurally deficientFairPoorPoor76012
December 200747.0Structurally deficientFairPoorSatisfactory76012
October 200647.0Structurally deficientFairPoorSatisfactory76012
September 200547.0Structurally deficientFairPoorSatisfactory76012
September 200447.0Structurally deficientFairPoorSatisfactory76012
August 200347.0Structurally deficientFairPoorSatisfactory76012
October 200247.0Structurally deficientFairPoorSatisfactory6169
November 200147.0Structurally deficientFairPoorSatisfactory6169
September 200032.0Structurally deficientFairSeriousSatisfactory6169
20000.0Not applicable---144000
October 199820.8Structurally deficientPoorSeriousSatisfactory1700
September 199720.8Structurally deficient-SeriousFair1700
October 199620.8Structurally deficient-SeriousPoor1700
June 199520.8Structurally deficient-SeriousPoor1700
September 199420.8Structurally deficient-SeriousPoor1700
September 199320.8Structurally deficient-SeriousFair1700
July 199220.8Structurally deficient-SeriousFair1700
August 199120.8Structurally deficient-SeriousPoor1700