LRD KILLSNAKE RD over KILLSNAKE RIVER
Map
Coordinates:
+44.08778, -88.2066744°05'16" N, 88°12'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD KILLSNAKE RD over KILLSNAKE RIVER |
Structure number: | P08002600000000 |
Location: | 2.2M W JCT STH 57 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1924 |
Year reconstructed: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Stringer/Multi-beam or girder [02] |
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: | 184 [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 minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 94.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Good | Satisfactory | 184 | 94.5 |
May 2016 | Fair | Good | Good | Satisfactory | 184 | 94.5 |
May 2014 | Fair | Good | Good | Satisfactory | 180 | 94.5 |
May 2012 | Good | Good | Good | Good | 180 | 91.5 |
June 2010 | Fair | Good | Very Good | Satisfactory | 180 | 91.5 |
May 2008 | Fair | Very Good | Very Good | Satisfactory | 180 | 96.9 |
March 2006 | Fair | Very Good | Very Good | Satisfactory | 180 | 96.9 |
February 2004 | Fair | Very Good | Very Good | Satisfactory | 180 | 96.9 |
August 2002 | Fair | Very Good | Very Good | Satisfactory | 180 | 96.9 |
September 2000 | Fair | Very Good | Very Good | Satisfactory | 180 | 96.9 |
January 1998 | Fair | Very Good | Very Good | Satisfactory | 180 | 96.9 |
March 1996 | Good | Very Good | Very Good | Very Good | 180 | 96.9 |
April 1994 | Good | Very Good | Very Good | Good | 180 | 96.9 |
April 1992 | Fair | Very Good | Very Good | Satisfactory | 180 | 96.9 |
November 1990 | Fair | Very Good | Very Good | Satisfactory | 180 | 96.9 |