CTH X over SMALL CREEK
Map
Coordinates:
+43.99865, -88.9109643°59'55" N, 88°54'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH X over SMALL CREEK |
Structure number: | B69000400000000 |
Location: | 2.0M E JCT CTH XX |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 59.1 ft. [18.0 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: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 627 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 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: | 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: | 68.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 627 | 68.9 |
May 2016 | Good | Good | Good | Good | 627 | 68.9 |
May 2014 | Good | Good | Good | Good | 600 | 69.0 |
May 2012 | Good | Good | Good | Good | 600 | 86.4 |
June 2010 | Good | Very Good | Good | Good | 600 | 84.4 |
June 2008 | Good | Very Good | Good | Very Good | 600 | 84.4 |
May 2006 | Good | Very Good | Good | Very Good | 600 | 84.4 |
June 2004 | Good | Very Good | Very Good | Very Good | 400 | 85.6 |
July 2002 | Good | Very Good | Very Good | Very Good | 140 | 90.4 |
September 2000 | Good | Very Good | Very Good | Very Good | 140 | 91.4 |
May 1998 | Good | Very Good | Very Good | Very Good | 140 | 89.4 |
June 1996 | Fair | Satisfactory | Very Good | Very Good | 140 | 91.4 |
May 1994 | Fair | Satisfactory | Very Good | Good | 140 | 90.9 |
May 1992 | Fair | Satisfactory | Very Good | Very Good | 140 | 90.9 |
May 1990 | Fair | Satisfactory | Very Good | Very Good | 210 | 90.8 |