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907A NB TO I495EB over PARK TRAIL

Map 

Coordinates:
+40.75338, -73.74334
40°45'12" N, 73°44'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:907A NB TO I495EB over PARK TRAIL
Structure number:000000001077850
Location:.5 MI SE JCT I495 & C.I.P
Purpose:Carries highway over pedestrian/bicycle trail
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:31.8 ft. [9.7 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:87.5 tons [79.5 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:97.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$864,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201597.0Not deficient-ExcellentExcellent-
August 201396.3Not deficient-ExcellentExcellent15090
August 201198.3Not deficient-ExcellentExcellent15090
August 200998.3Not deficient-ExcellentExcellent15090
September 200798.3Not deficient-ExcellentExcellent15090
September 200598.3Not deficient-ExcellentExcellent15090
October 200398.3Not deficientExcellentExcellentExcellent15090