CTH BB over KILLSNAKE RIVER
Map
Coordinates:
+44.09194, -88.2038944°05'31" N, 88°12'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH BB over KILLSNAKE RIVER |
Structure number: | P08003000000000 |
Location: | 1.3M N JCT CTH E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 46.3 ft. [14.1 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1969 |
Year reconstructed: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 158 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 86.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Good | Satisfactory | 158 | 86.6 |
May 2016 | Fair | Good | Good | Satisfactory | 158 | 86.6 |
May 2014 | Good | Good | Good | Good | 155 | 88.2 |
May 2012 | Good | Good | Good | Good | 155 | 86.2 |
June 2010 | Good | Good | Very Good | Good | 155 | 86.2 |
May 2008 | Good | Good | Very Good | Very Good | 155 | 86.2 |
March 2006 | Good | Good | Very Good | Very Good | 155 | 86.2 |
February 2004 | Good | Very Good | Very Good | Very Good | 155 | 86.2 |
August 2002 | Good | Very Good | Very Good | Very Good | 155 | 86.2 |
September 2000 | Good | Very Good | Very Good | Very Good | 155 | 86.4 |
January 1998 | Good | Very Good | Very Good | Very Good | 155 | 86.4 |
March 1996 | Good | Very Good | Very Good | Very Good | 155 | 87.1 |
April 1994 | Good | Very Good | Very Good | Good | 155 | 86.8 |
April 1992 | Good | Very Good | Very Good | Very Good | 155 | 86.8 |
November 1990 | Good | Very Good | Very Good | Very Good | 155 | 86.8 |