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E L GRANT HIGHWAY over RTE I95, RTE I95, RTE 95

Map 

Coordinates:
+40.84485, -73.92272
40°50'41" N, 73°55'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E L GRANT HIGHWAY over RTE I95, RTE I95, RTE 95
Structure number:000000001066220
Location:JCT I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:123.7 ft. [37.7 m]
Total length:300.9 ft. [91.7 m]
Roadway width between curbs:132.9 ft. [40.5 m]
Deck width edge-to-edge:158.8 ft. [48.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
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:5
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:22,387 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.3 tons [75.7 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:62.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$50,461,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201562.4Structurally deficientPoorFairFair22387
September 201478.8Structurally deficientPoorFairFair20564
November 201378.8Structurally deficientPoorFairFair20600
September 201278.8Structurally deficientPoorFairFair20600
November 201178.5Structurally deficientPoorFairFair24790
November 201078.5Structurally deficientPoorFairFair24790
December 200978.5Structurally deficientPoorFairFair24790
October 200878.5Structurally deficientPoorFairFair24790
October 200778.5Structurally deficientPoorFairFair24790
October 200678.5Structurally deficientPoorFairFair24790
November 200462.1Structurally deficientPoorFairPoor24790
October 200281.3Structurally deficientPoorFairFair12056
November 200081.3Structurally deficientPoorFairFair12056
20000.0Not applicable---132000
October 199881.9Not deficientFairSatisfactoryFair13779
October 199762.9Structurally deficientPoorFairPoor13779
September 199661.8Structurally deficientPoorPoorPoor13779
August 199562.3Structurally deficientPoorPoorPoor13779
December 199460.3Structurally deficientPoorPoorPoor29400
November 199260.3Structurally deficientPoorPoorPoor29400
November 199060.3Structurally deficientPoorPoorPoor29400