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RTE 25 over RTE 907M

Map 

Coordinates:
+40.75846, -73.85464
40°45'30" N, 73°51'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 25 over RTE 907M
Structure number:000000001075950
Location:JCT G C PKWY & I678
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:94.8 ft. [28.9 m]
Total length:97.8 ft. [29.8 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1995
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:31,630 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 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 corrrective action [3]
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:85.8 tons [78.0 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$136,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201475.0Functionally obsoleteExcellentGoodGood31630
May 201275.0Functionally obsoleteExcellentGoodGood31600
May 201072.3Functionally obsoleteExcellentVery GoodGood72763
May 200872.3Functionally obsoleteExcellentVery GoodGood72763
April 200673.5Functionally obsoleteExcellentVery GoodGood54700
March 200473.5Not deficientExcellentVery GoodGood54700
May 200273.5Not deficientExcellentVery GoodGood54700
March 200073.5Not deficientVery GoodSatisfactorySatisfactory54700
May 199873.5Not deficientVery GoodSatisfactorySatisfactory54700
May 199657.5Not deficientVery GoodFairFair54700
April 199436.1Structurally deficientPoorFairPoor54700
May 199236.1Structurally deficientPoorFairPoor54700
August 199136.1Structurally deficientPoorFairPoor54700