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BE SERVICE RD SB over CBE SERVICE RD EB

Map 

Coordinates:
+40.82843, -73.84523
40°49'42" N, 73°50'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BE SERVICE RD SB over CBE SERVICE RD EB
Structure number:000000001076140
Location:JCT I95+I878+I78
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:84.0 ft. [25.6 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:51°
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:10,839 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.3
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$150,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201578.3Functionally obsoleteSatisfactoryGoodGood10839
August 201378.4Functionally obsoleteSatisfactoryGoodGood10207
August 201178.4Functionally obsoleteGoodGoodGood10207
August 200978.4Not deficientGoodGoodGood10207
September 200778.4Not deficientGoodGoodGood10207
October 200578.4Not deficientGoodVery GoodGood10207
September 200378.4Not deficientGoodVery GoodVery Good10207
September 200178.5Functionally obsoleteExcellentVery GoodGood8560
September 199973.4Functionally obsoleteFairGoodSatisfactory8560
January 199862.3Functionally obsoleteFairGoodFair8560
October 199658.6Structurally deficientPoorSatisfactoryPoor8560
September 199459.2Structurally deficientPoorSatisfactoryPoor6000
September 199260.2Structurally deficientPoorSatisfactoryPoor6000
September 199149.9Structurally deficientFairSatisfactoryPoor6000