RTE 27 over RTE 27


+40.66637, -73.99527
40°39'59" N, 73°59'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 27 over RTE 27
Structure number:000000001076851
Location:JCT I278 & 27
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:66.9 ft. [20.4 m]
Total length:72.8 ft. [22.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built: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:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:73.8 tons [67.1 metric tons]
Sufficiency rating:98.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$144,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201598.0Not deficientSatisfactoryVery GoodGood-
August 201398.0Not deficientGoodExcellentGood50562
September 2011100.0Not deficientGoodExcellentGood50562
September 2009100.0Not deficientVery GoodExcellentVery Good52727
October 2007100.0Not deficientVery GoodExcellentVery Good50562
July 2005100.0Not deficientExcellentExcellentExcellent50562
July 2003100.0Not deficientExcellentExcellentExcellent3815
July 2001100.0Not deficientExcellentExcellentExcellent3815
July 1999100.0Not deficientExcellentExcellentExcellent3815
September 1997100.0Not deficientVery GoodVery GoodGood3815