LRD PALKOWSKI RD. over BR WAUMANDEE CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD PALKOWSKI RD. over BR WAUMANDEE CREEK |
Structure number: | P06091700000000 |
Location: | 0.2M N JCT CTH C |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 21.3 ft. [6.5 m] |
Total length: | 22.3 ft. [6.8 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2015] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 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 corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 46.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $130,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2016 | Poor | Satisfactory | Fair | Poor | 20 | 46.2 |
October 2015 | Poor | Satisfactory | Fair | Poor | 20 | 44.1 |
October 2014 | Poor | Satisfactory | Fair | Poor | 20 | 44.7 |
October 2012 | Poor | Satisfactory | Fair | Poor | 20 | 44.7 |
October 2010 | Poor | Satisfactory | Fair | Poor | 20 | 49.1 |
November 2008 | Poor | Satisfactory | Fair | Poor | 20 | 49.1 |
December 2007 | Fair | Satisfactory | Fair | Fair | 20 | 62.1 |
October 2006 | Fair | Satisfactory | Fair | Fair | 20 | 62.1 |
October 2004 | Fair | Satisfactory | Fair | Fair | 20 | 62.1 |
October 2002 | Fair | Satisfactory | Fair | Satisfactory | 20 | 62.1 |
September 2000 | Fair | Satisfactory | Fair | Satisfactory | 20 | 64.1 |
September 1998 | Fair | Satisfactory | Fair | Satisfactory | 20 | 62.1 |
May 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 73.1 |
June 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 73.4 |
May 1992 | Fair | Fair | Satisfactory | Satisfactory | 20 | 72.4 |
May 1990 | Fair | Fair | Satisfactory | Satisfactory | 20 | 72.4 |