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25AX EB over RTE 907M

Map 

Coordinates:
+40.75715, -73.85380
40°45'26" N, 73°51'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:15.7 ft. [4.8 m]
Skew angle:99°
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 2014 

Status:Open, no restriction [A]
Average daily traffic:54,700 [as of 1989]
Truck traffic:4% 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:Equal to present minimum criteria [6]
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]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$152,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201479.9Functionally obsoleteExcellentExcellentGood54700
May 201279.9Functionally obsoleteExcellentExcellentGood54700
May 201079.9Functionally obsoleteExcellentExcellentGood54700
May 200879.9Functionally obsoleteExcellentExcellentGood54700
April 200679.9Functionally obsoleteExcellentVery GoodGood54700
March 200479.9Not deficientExcellentExcellentGood54700
May 200279.8Not deficientExcellentExcellentGood54700
March 200079.8Not deficientVery GoodVery GoodSatisfactory54700
May 199879.8Not deficientVery GoodVery GoodSatisfactory54700
June 199653.7Functionally obsoleteVery GoodVery GoodFair54700
April 199437.0Structurally deficientVery GoodVery GoodPoor54700
May 199236.0Structurally deficientFairSatisfactoryPoor54700
September 199036.0Structurally deficientFairSatisfactoryPoor54700