Share:

HYLAN BLVD SB over RTE I278, RTE I278

Map 

Coordinates:
+40.60607, -74.07781
40°36'22" N, 74°04'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HYLAN BLVD SB over RTE I278, RTE I278
Structure number:000000001067830
Location:2.4MI W JCT I278+BELT PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:221.8 ft. [67.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1965
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:Bituminous [6]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:9,291 [as of 2000]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:68.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$9,360,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201468.4Structurally deficientPoorGoodSatisfactory9291
August 201268.4Structurally deficientPoorGoodSatisfactory9291
September 201068.4Structurally deficientPoorGoodGood9291
October 200868.3Structurally deficientPoorGoodGood10735
June 200668.4Structurally deficientPoorGoodGood9291
May 200468.4Structurally deficientPoorGoodGood9291
June 200270.4Functionally obsoleteFairGoodGood9291
July 200071.4Functionally obsoleteSatisfactoryVery GoodGood9291
September 199858.2Structurally deficientPoorSatisfactoryFair9617
October 199645.5Structurally deficientPoorFairPoor6200
October 199445.8Structurally deficientPoorFairPoor6200
October 199245.8Structurally deficientPoorFairPoor6200
September 199045.8Structurally deficientPoorFairPoor6200