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25AX EB over RTE 907M

Map

Coordinates:
+40.75718, -73.85380
40°45'26" N, 73°51'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:25AX EB over RTE 907M
Structure number:000000001075970
Location:JCT GCP + I678
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:152.9 ft. [46.6 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:96.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$194,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodExcellentExcellentGood-96.0
April 2014GoodExcellentExcellentGood5470079.9
May 2012GoodExcellentExcellentGood5470079.9
May 2010GoodExcellentExcellentGood5470079.9
May 2008GoodExcellentExcellentGood5470079.9
April 2006GoodExcellentVery GoodGood5470079.9
March 2004GoodExcellentExcellentGood5470079.9
May 2002GoodExcellentExcellentGood5470079.8
March 2000FairVery GoodVery GoodSatisfactory5470079.8
May 1998FairVery GoodVery GoodSatisfactory5470079.8
June 1996FairVery GoodVery GoodFair5470053.7
April 1994PoorVery GoodVery GoodPoor5470037.0
May 1992PoorFairSatisfactoryPoor5470036.0
September 1990PoorFairSatisfactoryPoor5470036.0