COUNTY ROAD 115 over CANISTEO RIVER
Map
Coordinates:
+42.10661, -77.1455542°06'24" N, 77°08'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 115 over CANISTEO RIVER |
Structure number: | 000000003255800 |
Location: | 4.0 MI SW OF CORNING |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 210.0 ft. [64.0 m] |
Total length: | 216.9 ft. [66.1 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1933 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
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: November 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for other load-capacity restriction [R] |
Average daily traffic: | 2,028 [as of 2017] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Sufficiency rating: | 49.3 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $6,003,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Satisfactory | Poor | Good | 2028 | 49.3 |
October 2016 | Poor | Satisfactory | Poor | Good | 2286 | 45.3 |
September 2015 | Poor | Satisfactory | Poor | Good | 1709 | 45.1 |
September 2014 | Poor | Good | Poor | Good | 1709 | 45.5 |
August 2013 | Poor | Good | Poor | Good | 1709 | 49.4 |
July 2012 | Poor | Fair | Poor | Good | 1700 | 44.4 |
August 2011 | Fair | Good | Fair | Good | 1700 | 61.6 |
August 2010 | Fair | Good | Fair | Good | 1709 | 61.6 |
August 2009 | Fair | Very Good | Fair | Good | 1594 | 61.6 |
August 2008 | Fair | Good | Fair | Good | 1709 | 61.6 |
June 2007 | Fair | Very Good | Fair | Good | 1087 | 61.8 |
June 2006 | Fair | Good | Fair | Good | 1709 | 61.6 |
June 2005 | Fair | Very Good | Fair | Good | 1709 | 61.6 |
June 2003 | Fair | Very Good | Fair | Good | 1709 | 62.6 |
July 2001 | Fair | Very Good | Fair | Good | 1537 | 62.7 |
June 1999 | Fair | Excellent | Fair | Good | 1578 | 55.2 |
July 1997 | Fair | Excellent | Fair | Very Good | 1578 | 62.7 |
July 1995 | Fair | Very Good | Fair | Fair | 1250 | 62.7 |
July 1993 | Fair | Very Good | Fair | Fair | 1250 | 62.7 |
June 1991 | Fair | Very Good | Fair | Fair | 1250 | 44.8 |
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. | 1,050 | 637 | 413 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,219 | 0 | 4,698 | 521 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,035 | 5,035 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,620 | 4,620 | 0 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 420 | 0 | 0 | 390 | 30 |
Steel Protective Coating | sq. ft. | 12,995 | 0 | 8,446 | 4,300 | 249 |
Steel Floor Beam | linear ft. | 270 | 0 | 135 | 130 | 5 |
Steel Protective Coating | sq. ft. | 2,335 | 0 | 1,168 | 1,000 | 167 |
Steel Gusset Plate | each | 32 | 0 | 26 | 6 | 0 |
Steel Protective Coating | sq. ft. | 192 | 0 | 152 | 30 | 10 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 82 | 0 | 82 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 46 | 0 | 46 | 0 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 0 | 3 | 7 | 0 |
Fixed Bearing | each | 2 | 0 | 1 | 1 | 0 |
Steel Protective Coating | sq. ft. | 10 | 0 | 3 | 7 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 430 | 0 | 0 | 0 | 430 |
Steel Protective Coating | sq. ft. | 1,022 | 0 | 0 | 0 | 1,022 |