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NELSON AVENUE over RTE I95, RTE 95I, RAMP S

Map 

Coordinates:
+40.84489, -73.92052
40°50'42" N, 73°55'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NELSON AVENUE over RTE I95, RTE 95I, RAMP S
Structure number:000000001066230
Location:.3 MI E I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:122.7 ft. [37.4 m]
Total length:324.8 ft. [99.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1964
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:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:1,436 [as of 1996]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.9
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$16,566,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201481.9Functionally obsoleteFairSatisfactoryFair1436
March 201281.9Functionally obsoleteFairSatisfactoryFair1436
April 201081.9Functionally obsoleteFairSatisfactoryFair1436
April 200881.9Functionally obsoleteFairSatisfactoryFair1436
April 200681.9Functionally obsoleteFairSatisfactoryFair1436
March 200481.9Functionally obsoleteFairSatisfactoryFair1436
May 200292.9Functionally obsoleteFairSatisfactorySatisfactory1436
June 200092.9Functionally obsoleteFairSatisfactorySatisfactory1436
June 199862.9Functionally obsoleteFairSatisfactoryFair1436
November 199648.7Structurally deficientFairFairPoor1436
September 199448.8Structurally deficientFairFairPoor900
October 199262.9Functionally obsoleteFairFairFair900
November 199062.9Functionally obsoleteFairFairFair900