RTE 25A over RTE 907A, RTE 907A


+40.76228, -73.75711
40°45'44" N, 73°45'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25A over RTE 907A, RTE 907A
Structure number:000000002231870
Location:2.7MI SE I78+CRSS ISL PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:92.2 ft. [28.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Year reconstructed:1999
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:2
Main spans material:Steel continuous [4]
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:32,722 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 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: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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:69.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,291,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodGoodVery GoodGood3272269.7
July 2014GoodVery GoodExcellentVery Good3321069.6
August 2012GoodVery GoodExcellentVery Good3250069.7
September 2010GoodVery GoodExcellentVery Good3251069.7
September 2008GoodVery GoodExcellentVery Good3410669.4
October 2006GoodExcellentExcellentVery Good3385669.5
August 2004GoodExcellentExcellentExcellent4021568.3
September 2002GoodExcellentExcellentExcellent4250067.8
December 2000GoodExcellentExcellentExcellent4250065.8
March 1998PoorPoorFairPoor4250028.1
April 1996PoorPoorFairPoor4250031.9
March 1994PoorPoorFairPoor4250023.0
May 1992PoorPoorPoorPoor4250023.0
September 1990PoorPoorPoorPoor4250019.0