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7Th AVENUE over RTE 27, RTE 27

Map

Coordinates:
+40.66033, -73.98731
40°39'37" N, 73°59'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:7Th AVENUE over RTE 27, RTE 27
Structure number:000000001067870
Location:.6 MI SE JCT I278+27
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:54.8 ft. [16.7 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:128.9 ft. [39.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,227 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,163,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairGoodVery GoodSatisfactory722792.6
February 2014FairGoodVery GoodSatisfactory714692.6
March 2012FairGoodVery GoodSatisfactory770076.5
March 2010FairSatisfactoryVery GoodSatisfactory770876.5
April 2008FairSatisfactoryVery GoodSatisfactory782576.5
July 2006FairSatisfactoryVery GoodSatisfactory770876.5
August 2004FairSatisfactoryVery GoodSatisfactory770876.5
September 2002FairSatisfactoryVery GoodSatisfactory770876.5
April 2000FairSatisfactoryVery GoodSatisfactory770876.5
August 1998FairFairGoodSatisfactory647275.6
October 1996PoorFairFairPoor647249.6
September 1994PoorFairFairPoor597049.9
July 1992PoorFairFairPoor597049.9
October 1990PoorFairSeriousPoor597032.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,1202,120000
Steel Protective Coatingsq. ft.16,74516,745000
Deck
Reinforced Concrete Decksq. ft.13,90411,7642,084560
Wearing Surfacessq. ft.10,27410,274000
Superstructure
Steel Floor Beamlinear ft.218218000
Steel Protective Coatingsq. ft.1,6201,620000
Substructure
Steel Columneach87010
Steel Protective Coatingsq. ft.1,1701,170000
Reinforced Concrete Abutmentlinear ft.258025800
Steel Pier Caplinear ft.123123000
Steel Protective Coatingsq. ft.1,1001,100000
Joints
Compression Jointlinear ft.258002580
Other Jointlinear ft.129129000
Bearings
Elastomeric Bearingeach3837010
Steel Protective Coatingsq. ft.156156000
Fixed Bearingeach3838000
Steel Protective Coatingsq. ft.152152000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.216216000
Steel Protective Coatingsq. ft.1,2801,280000