RTE 27 over RTE 27


+40.66744, -73.99572
40°40'03" N, 73°59'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 27 over RTE 27
Structure number:000000001076849
Location:JCT I278 & RTE 27
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:32.8 ft. [10.0 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Vertical clearance above deck:19.7 ft. [6.0 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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: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]
Inventory rating:75.8 tons [68.9 metric tons]
Sufficiency rating:90.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$113,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201590.0GoodGoodVery GoodGoodFO-
August 201377.0GoodGoodVery GoodGoodFO45546
September 201177.0GoodGoodVery GoodGoodFO45546
September 200977.0GoodVery GoodVery GoodVery GoodFO45546
October 200777.0GoodVery GoodExcellentVery GoodFO45546
July 200577.0GoodExcellentExcellentExcellent-45546
July 200377.0GoodExcellentExcellentExcellent-45546
July 200177.0GoodExcellentExcellentExcellent-10000
July 199975.0GoodExcellentExcellentExcellent-10000
September 199775.0GoodGoodVery GoodGood-10000
May 199561.0PoorPoorPoorPoorSD10000
August 199362.0PoorPoorPoorPoorSD10000
February 199247.0PoorPoorSeriousPoorSD10000
February 199147.0PoorPoorSeriousPoorSD10000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Stringerlinear ft.880880000
Reinforced Concrete Top Flangesq. ft.1111000
Wearing Surfacessq. ft.3,2403,240000
Reinforced Concrete Pier Walllinear ft.4435900
Reinforced Concrete Abutmentlinear ft.4435900
Elastomeric Bearingeach2222000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1601481200