SENECA ROAD over CANISTEO RIVER
Map
Coordinates:
+42.33833, -77.6607642°20'18" N, 77°39'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SENECA ROAD over CANISTEO RIVER |
Structure number: | 000000002016360 |
Location: | JCT RTS 21&36&CANISTEO R |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 195.9 ft. [59.7 m] |
Total length: | 201.5 ft. [61.4 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,240 [as of 2017] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.8 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $3,748,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Very Good | Excellent | Excellent | 5240 | 97.8 |
November 2015 | Good | Excellent | Excellent | Excellent | 6247 | 80.6 |
November 2013 | Good | Excellent | Excellent | Excellent | 6583 | 73.6 |
July 2012 | Fair | Fair | Fair | Fair | 6600 | 61.5 |
October 2011 | Fair | Fair | Fair | Fair | 7146 | 61.5 |
October 2010 | Fair | Fair | Fair | Fair | 6583 | 61.5 |
August 2009 | Fair | Fair | Fair | Fair | 6583 | 61.5 |
August 2007 | Fair | Fair | Satisfactory | Fair | 7146 | 61.5 |
October 2005 | Fair | Fair | Satisfactory | Fair | 7146 | 61.5 |
October 2003 | Fair | Fair | Satisfactory | Satisfactory | 7146 | 72.6 |
October 2001 | Fair | Fair | Satisfactory | Satisfactory | 8324 | 72.5 |
October 1999 | Fair | Fair | Satisfactory | Satisfactory | 8324 | 72.5 |
October 1997 | Fair | Fair | Satisfactory | Fair | 8324 | 61.4 |
October 1995 | Poor | Poor | Fair | Poor | 8324 | 49.5 |
November 1993 | Poor | Poor | Fair | Poor | 8200 | 49.5 |
October 1991 | Poor | Poor | Fair | Poor | 8200 | 49.5 |
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 Girder/Beam | linear ft. | 1,576 | 1,576 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24,255 | 24,205 | 50 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,350 | 9,350 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,448 | 6,418 | 30 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 114 | 114 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 46 | 14 | 16 | 0 | 16 |
Assembly with Seal | each | 46 | 46 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32 | 32 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 403 | 403 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,191 | 3,191 | 0 | 0 | 0 |