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RAMP TO 907A NB over RTE 907A, ALLEY PARK ROA

Map 

Coordinates:
+40.74233, -73.73427
40°44'32" N, 73°44'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP TO 907A NB over RTE 907A, ALLEY PARK ROA
Structure number:000000001076540
Location:JCT GCP+CROSS ISLAND PKWY
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:70.9 ft. [21.6 m]
Total length:74.8 ft. [22.8 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1971
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:8,040 [as of 2009]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,408,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201487.3Functionally obsoleteGoodVery GoodVery Good8040
March 201287.3Functionally obsoleteGoodVery GoodVery Good8040
April 201087.3Functionally obsoleteGoodVery GoodVery Good8040
April 200887.3Functionally obsoleteGoodVery GoodGood8040
April 200687.3Functionally obsoleteGoodVery GoodGood8040
January 200488.3Functionally obsoleteGoodVery GoodSatisfactory8040
February 200288.3Functionally obsoleteGoodVery GoodSatisfactory8040
January 200088.3Functionally obsoleteSatisfactoryGoodGood8040
January 199888.3Functionally obsoleteSatisfactoryGoodGood8040
January 199690.2Functionally obsoleteFairSatisfactorySatisfactory8040
January 199490.3Functionally obsoleteFairSatisfactorySatisfactory8040
March 199290.3Functionally obsoleteFairSatisfactorySatisfactory8040
August 199091.3Functionally obsoleteSatisfactorySatisfactorySatisfactory8040