Share:

BROADWAY over RTE I278, RTE I278, NYC

Map 

Coordinates:
+40.70820, -73.95737
40°42'30" N, 73°57'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROADWAY over RTE I278, RTE I278, NYC
Structure number:000000001065507
Location:2.5 MI SW JCT I278 + I495
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:46.9 ft. [14.3 m]
Total length:93.8 ft. [28.6 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:72.5 ft. [22.1 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:14,045 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:89.3 tons [81.2 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:61.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$6,609,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201561.2Functionally obsoleteFairFairFair14045
March 201461.1Functionally obsoleteFairFairFair13403
July 201360.1Functionally obsoleteFairFairFair13403
March 201260.1Functionally obsoleteFairFairFair13403
March 201074.1Functionally obsoleteSatisfactorySatisfactorySatisfactory13403
March 200874.1Functionally obsoleteSatisfactorySatisfactorySatisfactory13403
February 200674.1Functionally obsoleteSatisfactorySatisfactorySatisfactory13403
February 200475.1Functionally obsoleteGoodSatisfactorySatisfactory13403
March 200275.1Functionally obsoleteGoodSatisfactorySatisfactory13403
January 200075.1Functionally obsoleteGoodSatisfactorySatisfactory13403
February 199881.4Functionally obsoleteFairSatisfactoryFair10186
February 199678.7Structurally deficientPoorFairFair10885
January 199477.4Structurally deficientPoorFairFair16400
January 199258.8Structurally deficientPoorFairFair16400
January 199058.8Structurally deficientPoorFairFair16400