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BRUCKNER BLVD. over RTE I278, CSX TRANS/P MR

Map 

Coordinates:
+40.80663, -73.90737
40°48'24" N, 73°54'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRUCKNER BLVD. over RTE I278, CSX TRANS/P MR
Structure number:000000002241099
Location:IN PORT MORRIS
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.8 ft. [10.6 m]
Total length:37.7 ft. [11.5 m]
Roadway width between curbs:121.1 ft. [36.9 m]
Deck width edge-to-edge:175.9 ft. [53.6 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1909
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,845 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:84.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,772,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201684.9GoodVery GoodExcellentVery GoodFO6845
July 201484.9GoodVery GoodExcellentVery GoodFO6845
August 201284.9FairExcellentExcellentSatisfactoryFO6800
September 201072.4FairExcellentExcellentSatisfactoryFO69889
October 200872.4FairExcellentExcellentSatisfactoryFO69889
October 200672.4FairExcellentExcellentSatisfactory-69889
November 200472.4GoodExcellentExcellentGood-69889
December 200272.4GoodExcellentExcellentGoodFO69889
September 200058.8GoodExcellentExcellentGoodFO69889
October 199814.0PoorPoorPoorSatisfactorySD69889
November 199729.0PoorPoorSeriousSeriousSD41212
August 199629.0PoorPoorSeriousSeriousSD41212
July 199529.0PoorPoorSeriousSeriousSD36039
June 199429.0PoorPoorSeriousSeriousSD50000
August 199314.0PoorPoorSeriousPoorSD50000
July 199214.0PoorPoorSeriousPoorSD50000
June 199014.0PoorPoorSeriousPoorSD50000