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


+40.76015, -73.95754
40°45'37" 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:12.5 ft. [3.8 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]
Operating rating:105.8 tons [96.2 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201675.0GoodVery GoodVery GoodVery GoodFO135798
November 201475.0GoodExcellentVery GoodVery Good-157421
December 201275.0GoodExcellentVery GoodVery Good-157421
December 201075.0GoodExcellentVery GoodVery Good-157421
December 200875.0GoodExcellentVery GoodVery Good-57482
October 200675.0GoodExcellentVery GoodVery Good-157421
March 200615.0PoorPoorPoorPoorSD157421
July 200415.0PoorPoorPoorPoorSD157421
August 200315.0PoorPoorPoorPoorSD133325
June 200215.0PoorSeriousSeriousSeriousSD133325
May 200115.0PoorSeriousSeriousPoorSD133325
June 200015.0PoorSeriousSeriousSeriousSD133325
April 199815.0PoorSeriousSeriousSeriousSD133325
June 199715.0PoorPoorSeriousSeriousSD133325
May 199629.2Poor-SeriousSeriousSD133325
July 199529.2Poor-SeriousSeriousSD133325
October 199429.2Poor-SeriousSeriousSD133325
July 199329.2Poor-SeriousSeriousSD133325
July 199229.2Poor-SeriousSeriousSD133325
July 199129.2Poor-SeriousSeriousSD133325