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RTE 907M over RTE 907A

Map 

Coordinates:
+40.74479, -73.73079
40°44'41" N, 73°43'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907M over RTE 907A
Structure number:000000001076630
Location:JCT GCP+CROSS ISLAND PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:59.7 ft. [18.2 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1972
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: January 2014 

Status:Open, no restriction [A]
Average daily traffic:17,291 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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 replacement [2]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:100.8 tons [91.6 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$120,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201493.9Functionally obsoleteVery GoodVery GoodGood17291
January 201285.5Functionally obsoleteVery GoodVery GoodGood185286
January 201085.5Functionally obsoleteVery GoodVery GoodGood185286
March 200885.5Functionally obsoleteVery GoodVery GoodGood185286
February 200685.5Functionally obsoleteVery GoodVery GoodGood185286
January 200485.5Functionally obsoleteVery GoodVery GoodGood185286
February 200281.0Functionally obsoleteVery GoodVery GoodGood185286
February 200077.7Functionally obsoleteSatisfactoryGoodGood185286
March 199877.7Functionally obsoleteSatisfactoryGoodSatisfactory185286
April 199665.2Functionally obsoleteSatisfactorySatisfactoryFair185286
March 199466.0Functionally obsoleteSatisfactorySatisfactoryFair185286
May 199266.0Functionally obsoleteSatisfactorySatisfactoryFair185286
October 199077.0Functionally obsoleteSatisfactorySatisfactorySatisfactory185286