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RTE 25A over RAMP TO GCP EB

Map 

Coordinates:
+40.75828, -73.85536
40°45'30" N, 73°51'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 25A over RAMP TO GCP EB
Structure number:000000001075689
Location:JCT GCP+I678
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.8 ft. [17.0 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:76.4 ft. [23.3 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:11°
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:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:31,630 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:98.8 tons [89.8 metric tons]
Inventory rating:69.9 tons [63.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,780,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201494.4Functionally obsoleteSatisfactorySatisfactorySatisfactory31630
March 201294.5Functionally obsoleteSatisfactorySatisfactorySatisfactory31600
March 201083.0Functionally obsoleteSatisfactoryFairSatisfactory34981
March 200893.3Functionally obsoleteFairSatisfactorySatisfactory34981
March 200682.1Functionally obsoleteFairFairSatisfactory33290
February 200481.9Not deficientFairFairSatisfactory36807
April 200281.9Functionally obsoleteFairFairSatisfactory36807
February 200081.9Functionally obsoleteFairFairSatisfactory36807
February 199882.9Functionally obsolete-FairSatisfactory36807
March 199661.1Structurally deficient-PoorFair36807
February 199438.2Structurally deficient-PoorFair36807
February 199240.6Structurally deficient-PoorFair36807
March 199055.1Structurally deficientPoorFairFair36807