RTE 907L over RTE 907L, EAST 62ND STRE


+40.76013, -73.95741
40°45'36" N, 73°57'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907L over RTE 907L, EAST 62ND STRE
Structure number:000000002233038
Location:.2 MI SW JCT FDR DR.&SH25
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:60.0 ft. [18.3 m]
Total length:1585.1 ft. [483.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance above deck:12.5 ft. [3.8 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1941
Year reconstructed:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:34
Main spans material:Steel [3]
Main spans 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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:135,798 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Sufficiency rating:75.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$33,041,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodVery GoodVery GoodVery Good13579875.0
November 2014GoodExcellentVery GoodVery Good15742175.0
December 2012GoodExcellentVery GoodVery Good15742175.0
December 2010GoodExcellentVery GoodVery Good15742175.0
December 2008GoodExcellentVery GoodVery Good5748275.0
October 2006GoodExcellentVery GoodVery Good15742175.0
March 2006PoorPoorPoorPoor15742115.0
July 2004PoorPoorPoorPoor15742115.0
August 2003PoorPoorPoorPoor13332515.0
June 2002PoorSeriousSeriousSerious13332515.0
May 2001PoorSeriousSeriousPoor13332515.0
June 2000PoorSeriousSeriousSerious13332515.0
April 1998PoorSeriousSeriousSerious13332515.0
June 1997PoorPoorSeriousSerious13332515.0
May 1996Poor-SeriousSerious13332529.2
July 1995Poor-SeriousSerious13332529.2
October 1994Poor-SeriousSerious13332529.2
July 1993Poor-SeriousSerious13332529.2
July 1992Poor-SeriousSerious13332529.2
July 1991Poor-SeriousSerious13332529.2