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UNION TURNPIKE over RTE 907A, RTE 907A

Map

Coordinates:
+40.74079, -73.72647
40°44'27" N, 73°43'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:UNION TURNPIKE over RTE 907A, RTE 907A
Structure number:000000002231850
Location:.3 MI SE JCT GCP & CIP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.8 ft. [16.1 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:88.3 ft. [26.9 m]
Deck width edge-to-edge:131.9 ft. [40.2 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:30,705 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Sufficiency rating:25.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$79,399,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016PoorSatisfactoryPoorSatisfactory3070525.8
March 2014PoorSatisfactoryPoorSatisfactory216916.5
March 2012PoorPoorPoorSatisfactory217005.5
April 2010PoorPoorPoorSatisfactory204395.5
April 2008PoorPoorPoorSatisfactory204395.5
May 2006PoorFairPoorSatisfactory314615.5
May 2005PoorFairPoorSatisfactory314615.5
June 2004PoorFairPoorSatisfactory314615.5
July 2003PoorFairPoorSatisfactory314615.5
September 2002PoorFairPoorSatisfactory236975.5
August 2001PoorFairPoorSatisfactory236975.5
February 2000PoorPoorPoorFair236975.5
March 1999PoorFairPoorFair236975.5
June 1998PoorFairPoorFair259205.5
June 1997Poor-PoorSatisfactory259206.5
July 1996Poor-PoorFair259206.3
June 1995Poor-PoorFair259206.3
May 1994Poor-PoorFair259206.3
June 1992Poor-PoorFair259206.3
July 1990Poor-PoorFair2592052.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.132122640
Reinforced Concrete Abutmentlinear ft.26411714700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.10609880
Steel Protective Coatingsq. ft.7160645710
Reinforced Concrete Bridge Raillinear ft.106106000
Deck
Reinforced Concrete Slabsq. ft.13,9924,7087008,5840
Wearing Surfacessq. ft.12,614012,5081060