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RTE I86 over CR 63 - KAHLER RD

Map 

Coordinates:
+42.14918, -76.90902
42°08'57" N, 76°54'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I86 over CR 63 - KAHLER RD
Structure number:000000001078272
Location:1.7 MI W EXIT 51 OF I86
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:105.0 ft. [32.0 m]
Total length:111.6 ft. [34.0 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:23°
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 18+Mod / HS 20+Mod [6]
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:15,552 [as of 2008]
Truck traffic:17% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,406,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201595.0Not deficientGoodGoodVery Good15552
June 201395.0Not deficientGoodGoodVery Good15552
June 201197.0Not deficientGoodGoodVery Good28000
May 200997.0Not deficientExcellentExcellentVery Good28000
August 200797.0Not deficientExcellentExcellentVery Good28000
October 200597.0Not deficientExcellentExcellentVery Good28000
December 200322.0Not deficientExcellentExcellentExcellent28000