RTE 987G over RTE 44


+41.77634, -73.76842
41°46'35" N, 73°46'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 987G over RTE 44
Structure number:000000001025579
Location:JCT TSP & RTE 44
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:61.7 ft. [18.8 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,388 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:67.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,830,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactoryFair1638867.3
December 2016FairSatisfactorySatisfactoryFair1388869.0
December 2014FairSatisfactoryFairFair1456069.0
December 2012FairSatisfactorySatisfactorySatisfactory1390080.0
December 2010FairSatisfactorySatisfactorySatisfactory834480.0
December 2008FairSatisfactorySatisfactorySatisfactory834480.0
December 2006FairSatisfactorySatisfactorySatisfactory834480.0
December 2004FairSatisfactorySatisfactorySatisfactory834480.0
December 2002FairFairFairSatisfactory810468.0
November 2000FairSatisfactorySatisfactorySatisfactory810480.0
October 1998FairFairFairSatisfactory734868.0
September 1996Poor-PoorFair731250.8
November 1994Poor-PoorSatisfactory855345.8
October 1992Fair-FairSatisfactory653966.0
March 1992Fair-FairSatisfactory766365.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.1560106500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2428016200
Steel Protective Coatingsq. ft.1,38101,367014
Reinforced Concrete Slabsq. ft.3,98803,946420
Wearing Surfacessq. ft.3,15003,15000