987D RAMP TO 117 over RTE 987D


+41.24676, -73.67958
41°14'48" N, 73°40'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:987D RAMP TO 117 over RTE 987D
Structure number:000000001074590
Location:0.1MI E-HARRIS RD & SMRP
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:105.0 ft. [32.0 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1992
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,171 [as of 1997]
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:Better than present minimum criteria [7]
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]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:95.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,655,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201695.7GoodVery GoodVery GoodGoodFO7171
August 201495.7GoodVery GoodVery GoodGoodFO7171
August 201295.7GoodGoodVery GoodGoodFO7171
August 201095.7GoodVery GoodExcellentGoodFO7171
September 200895.7GoodVery GoodExcellentGoodFO7171
October 200695.7GoodVery GoodExcellentGoodFO7171
October 200495.7GoodVery GoodExcellentGoodFO7171
August 200295.7GoodVery GoodExcellentGoodFO7171
November 200095.6GoodExcellentExcellentGood-7171
November 199895.6GoodExcellentExcellentGood-7171
October 199695.9FairVery GoodVery GoodSatisfactory-1000
October 199467.0GoodVery GoodVery GoodVery Good-1000
July 199295.9GoodVery GoodVery GoodVery Good-1000