RTE 907L over RTE 907L, Ent to UN Plaz


+40.75181, -73.96506
40°45'07" N, 73°57'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907L over RTE 907L, Ent to UN Plaz
Structure number:000000002266630
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:119.8 ft. [36.5 m]
Total length:438.0 ft. [133.5 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,345 [as of 2011]
Truck traffic:5% 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$83,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodVery GoodExcellentVery Good634593.7
November 2014GoodVery GoodExcellentVery Good631993.7
November 2012GoodVery GoodExcellentVery Good676093.7
November 2010GoodVery GoodExcellentVery Good676093.7
November 2008GoodVery GoodExcellentVery Good676093.7
June 2006GoodVery GoodExcellentVery Good676093.7
July 2004GoodVery GoodExcellentVery Good676093.7
November 2002GoodExcellentExcellentVery Good676093.7
November 2000GoodExcellentExcellentExcellent676093.7
December 1998GoodExcellentExcellentExcellent676093.7
August 1997PoorSeriousSeriousPoor60005.0
August 1996PoorSeriousSeriousSerious60002.0
May 1995PoorSeriousSeriousPoor60002.0
August 1994PoorSeriousSeriousPoor60002.0
July 1993PoorSeriousSeriousPoor60002.0
October 1992PoorSerious--60002.0
July 1991PoorSerious--60002.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Closed Web/Box Girderlinear ft.878878000
Steel Protective Coatingsq. ft.21,95020,8501,10000
Reinforced Concrete Decksq. ft.10,0979,23208650
Wearing Surfacessq. ft.8,3418,341000
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.4646000
Reinforced Concrete Pier Caplinear ft.4844400
Compression Jointlinear ft.4600460
Elastomeric Bearingeach108200
Steel Protective Coatingsq. ft.1003545200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.239239000
Steel Protective Coatingsq. ft.239239000
Reinforced Concrete Bridge Raillinear ft.79757821900