CTH E over LITTLE SILVER CREEK
Map
Coordinates:
+44.14087, -89.0683144°08'27" N, 89°04'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH E over LITTLE SILVER CREEK |
Structure number: | B69020200000000 |
Location: | 0.1M S JCT CTH H |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1936 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,899 [as of 2015] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 52.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $199,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Poor | Poor | Fair | Satisfactory | 1899 | 52.9 |
May 2016 | Poor | Poor | Fair | Good | 1899 | 52.9 |
May 2014 | Fair | Fair | Fair | Good | 1800 | 55.3 |
May 2012 | Fair | Fair | Fair | Satisfactory | 1800 | 55.3 |
June 2010 | Fair | Satisfactory | Good | Good | 1800 | 61.2 |
June 2008 | Good | Good | Good | Good | 1800 | 61.2 |
May 2006 | Good | Good | Good | Good | 1800 | 61.2 |
June 2004 | Good | Good | Good | Good | 920 | 62.9 |
June 2002 | Good | Very Good | Good | Good | 390 | 72.0 |
May 2000 | Good | Very Good | Very Good | Good | 390 | 74.0 |
May 1998 | Good | Very Good | Very Good | Good | 390 | 72.0 |
June 1996 | Fair | Satisfactory | Very Good | Good | 390 | 74.0 |
May 1994 | Fair | Satisfactory | Very Good | Good | 390 | 72.3 |
May 1992 | Fair | Satisfactory | Very Good | Very Good | 390 | 72.3 |
May 1990 | Fair | Satisfactory | Satisfactory | Very Good | 400 | 72.3 |