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BOSTON RD over RTE I95, RTE I95, NYC RA

Map 

Coordinates:
+40.83941, -73.88403
40°50'22" N, 73°53'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BOSTON RD over RTE I95, RTE I95, NYC RA
Structure number:000000001066407
Location:2.2 MI E I87 + I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.7 ft. [17.9 m]
Total length:123.7 ft. [37.7 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:97.8 ft. [29.8 m]
Vertical clearance above deck:12.5 ft. [3.8 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1958
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:2
Main spans material:Steel continuous [4]
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:9,587 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:87.8 tons [79.8 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:72.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$13,319,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201472.4Structurally deficientPoorFairSatisfactory9587
March 201272.4Structurally deficientPoorFairSatisfactory9600
May 201072.6Structurally deficientPoorFairSatisfactory5966
April 200872.7Structurally deficientPoorFairSatisfactory4058
April 200672.2Structurally deficientPoorFairSatisfactory11545
March 200472.2Structurally deficientPoorFairSatisfactory11545
April 200272.3Structurally deficientPoorFairSatisfactory9987
February 200072.3Structurally deficientPoorFairSatisfactory9987
July 199942.7Structurally deficientPoorPoorSatisfactory9987
June 199842.6Structurally deficientPoorPoorSatisfactory10197
September 199653.9Structurally deficientPoorPoorPoor10197
July 199457.1Structurally deficientPoorPoorPoor11700
August 199257.1Structurally deficientPoorPoorPoor11700
August 199059.4Structurally deficientPoorFairPoor11700