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RTE I87 over RAMP C S B MDE, HARLEM R

Map 

Coordinates:
+40.82807, -73.93200
40°49'41" N, 73°55'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I87 over RAMP C S B MDE, HARLEM R
Structure number:00000000106745C
Location:.1 MI S JCT I87 & I95
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:126.0 ft. [38.4 m]
Total length:831.7 ft. [253.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance below bridge:22.6 ft. [6.9 m]
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Equal to present desirable criteria [8]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:96.6 tons [87.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:83.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$18,091,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201683.0FairFairFairFair--
June 201483.7FairFairFairFair-5101
June 201281.9FairFairGoodFair-5101
June 201083.7FairFairGoodFair-5101
June 200883.7FairFairGoodFair-5101
May 200694.8FairFairGoodSatisfactory-5101
May 200494.8FairFairGoodSatisfactory-5101
May 200295.0FairFairGoodSatisfactory-100
April 200097.0FairFairGoodSatisfactory-100
December 199898.0FairSatisfactoryGoodSatisfactory-100
July 199669.0PoorPoorFairPoorSD100
October 199569.0PoorPoorFairPoorSD100
December 199487.0FairFairFairFair-100
November 199288.0FairSatisfactoryFairFair-100
May 199088.0FairSatisfactorySatisfactoryFair-100