COUNTY ROAD 119 over NORFOLK SOUTHERN
Map
Coordinates:
+42.26501, -77.5772342°15'54" N, 77°34'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 119 over NORFOLK SOUTHERN |
Structure number: | 000000003359520 |
Location: | 1.5 MI EAST OF CANISTEO |
Purpose: | Carries highway over railroad |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 90.9 ft. [27.7 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
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: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,028 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 73.6 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $2,938,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Good | Satisfactory | Satisfactory | 1028 | 73.6 |
July 2015 | Good | Good | Good | Good | 1071 | 73.6 |
August 2013 | Good | Good | Good | Good | 1071 | 69.7 |
August 2011 | Fair | Good | Good | Fair | 1060 | 58.6 |
August 2010 | Fair | Good | Good | Fair | 1021 | 58.7 |
August 2009 | Fair | Good | Good | Fair | 1021 | 62.6 |
July 2007 | Fair | Good | Very Good | Fair | 1302 | 63.4 |
August 2005 | Fair | Very Good | Very Good | Fair | 1302 | 63.4 |
August 2003 | Good | Very Good | Very Good | Good | 1302 | 66.0 |
August 2001 | Good | Very Good | Very Good | Good | 1302 | 66.8 |
July 1999 | Good | Very Good | Very Good | Good | 1302 | 68.1 |
October 1997 | Good | Very Good | Good | Very Good | 1038 | 68.2 |
November 1995 | Fair | Very Good | Satisfactory | Very Good | 1038 | 68.5 |
September 1993 | Good | Very Good | Very Good | Very Good | 1200 | 67.4 |
September 1991 | Good | Very Good | Very Good | Very Good | 1200 | 77.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Stringer | linear ft. | 833 | 0 | 833 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,991 | 0 | 2,692 | 0 | 299 |
Steel Truss | linear ft. | 185 | 184 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,946 | 0 | 1,849 | 0 | 97 |
Steel Floor Beam | linear ft. | 162 | 0 | 162 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,217 | 0 | 1,096 | 0 | 121 |
Steel Gusset Plate | each | 42 | 41 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 273 | 0 | 260 | 0 | 13 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 60 | 51 | 6 | 3 | 0 |
Deck |
Timber Deck | sq. ft. | 2,496 | 2,247 | 249 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,388 | 0 | 1,195 | 1,074 | 119 |
Bearings |
Movable Bearing | each | 11 | 0 | 9 | 2 | 0 |
Steel Protective Coating | sq. ft. | 11 | 0 | 0 | 0 | 11 |
Fixed Bearing | each | 11 | 0 | 11 | 0 | 0 |
Steel Protective Coating | sq. ft. | 11 | 0 | 0 | 0 | 11 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 192 | 0 | 176 | 16 | 0 |