Share:

RTE 27 over RTE 27

Map 

Coordinates:
+40.66744, -73.99572
40°40'03" N, 73°59'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
August 201590.0Functionally obsoleteGoodVery GoodGood-
August 201377.0Functionally obsoleteGoodVery GoodGood45546
September 201177.0Functionally obsoleteGoodVery GoodGood45546
September 200977.0Functionally obsoleteVery GoodVery GoodVery Good45546
October 200777.0Functionally obsoleteVery GoodExcellentVery Good45546
July 200577.0Not deficientExcellentExcellentExcellent45546
July 200377.0Not deficientExcellentExcellentExcellent45546
July 200177.0Not deficientExcellentExcellentExcellent10000
July 199975.0Not deficientExcellentExcellentExcellent10000
September 199775.0Not deficientGoodVery GoodGood10000
May 199561.0Structurally deficientPoorPoorPoor10000
August 199362.0Structurally deficientPoorPoorPoor10000
February 199247.0Structurally deficientPoorSeriousPoor10000
February 199147.0Structurally deficientPoorSeriousPoor10000