WALLBERGER ROAD over BUTTERNUT CREEK
Map
Coordinates:
+42.93415, -76.0619442°56'03" N, 76°03'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WALLBERGER ROAD over BUTTERNUT CREEK |
Structure number: | 000000003208100 |
Location: | 4.4 MI S JCT SH 1 & SH 81 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 10.8 ft. [3.3 m] |
Deck width edge-to-edge: | 12.5 ft. [3.8 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1928 |
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: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 12 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2] |
Sufficiency rating: | 12.2 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $226,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Poor | Fair | Fair | Critical | 12 | 12.2 |
August 2016 | Poor | Fair | Fair | Critical | 12 | 12.2 |
July 2015 | Poor | Fair | Fair | Critical | 1 | 16.6 |
July 2014 | Poor | Fair | Fair | Critical | 1 | 16.6 |
July 2013 | Poor | Fair | Fair | Poor | - | 17.0 |
July 2012 | Poor | Fair | Fair | Poor | 20 | 9.1 |
November 2011 | Poor | Fair | Fair | Poor | 20 | 9.1 |
November 2010 | Poor | Fair | Fair | Poor | 16 | 10.7 |
September 2009 | Poor | Fair | Fair | Poor | 17 | 10.3 |
September 2008 | Poor | Fair | Fair | Poor | 16 | 10.7 |
August 2007 | Poor | Fair | Fair | Poor | 16 | 10.7 |
July 2006 | Fair | Fair | Fair | Fair | 16 | 24.2 |
July 2005 | Fair | Fair | Fair | Fair | 16 | 55.7 |
July 2004 | Fair | Fair | Fair | Fair | 16 | 55.7 |
July 2003 | Poor | Satisfactory | Satisfactory | Poor | 16 | 47.6 |
July 2002 | Poor | Satisfactory | Satisfactory | Poor | 16 | 47.6 |
July 2001 | Fair | Satisfactory | Satisfactory | Fair | 16 | 58.8 |
July 2000 | Fair | Satisfactory | Satisfactory | Fair | 16 | 58.8 |
June 1999 | Poor | Satisfactory | Serious | Satisfactory | 13 | 32.4 |
June 1998 | Fair | Good | Satisfactory | Good | 13 | 69.8 |
August 1997 | Poor | Good | Serious | Serious | 13 | 32.4 |
October 1996 | Poor | Satisfactory | Serious | Serious | 10 | 34.6 |
October 1995 | Poor | Satisfactory | Serious | Serious | 10 | 31.6 |
June 1994 | Poor | Fair | Serious | Serious | 10 | 31.6 |
May 1993 | Poor | Fair | Serious | Serious | 10 | 31.6 |
May 1992 | Poor | Fair | Serious | Serious | 10 | 31.6 |
May 1991 | Poor | Fair | Serious | Serious | 10 | 31.6 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 234 | 0 | 0 | 234 | 0 |
Steel Protective Coating | sq. ft. | 1,662 | 0 | 0 | 0 | 1,662 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 66 | 0 | 0 | 66 | 0 |
Deck |
Timber Deck | sq. ft. | 600 | 0 | 0 | 600 | 0 |
Wearing Surfaces | sq. ft. | 518 | 0 | 0 | 518 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 96 | 0 | 0 | 96 | 0 |
Steel Protective Coating | sq. ft. | 90 | 0 | 27 | 0 | 63 |