CTH V over IH USH 51-IH 39
Map
Coordinates:
+44.13333, -89.5316744°07'60" N, 89°31'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH V over IH USH 51-IH 39 |
Structure number: | B69001400000000 |
Location: | 1.3M W JCT CTH GG |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 204.7 ft. [62.4 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Year reconstructed: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,200 [as of 2016] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 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] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 76.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Fair | 2200 | 76.9 |
June 2016 | Fair | Satisfactory | Satisfactory | Fair | 2200 | 76.9 |
June 2014 | Fair | Satisfactory | Satisfactory | Fair | 770 | 79.7 |
June 2012 | Fair | Good | Satisfactory | Satisfactory | 770 | 91.0 |
June 2010 | Fair | Good | Good | Satisfactory | 770 | 91.3 |
June 2008 | Fair | Good | Very Good | Satisfactory | 770 | 91.3 |
July 2006 | Fair | Good | Very Good | Satisfactory | 770 | 91.3 |
October 2004 | Fair | Good | Very Good | Satisfactory | 770 | 91.3 |
October 2002 | Fair | Good | Very Good | Satisfactory | 810 | 91.3 |
August 2001 | Fair | Good | Very Good | Satisfactory | 810 | 91.3 |
October 2000 | Fair | Very Good | Excellent | Satisfactory | 810 | 91.3 |
July 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 810 | 91.9 |
October 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 810 | 84.2 |
April 1996 | Good | Good | Good | Good | 810 | 84.2 |
June 1995 | Good | Very Good | Very Good | Good | 810 | 86.2 |
July 1994 | Good | Very Good | Very Good | Good | 810 | 86.2 |
April 1993 | Good | Very Good | Very Good | Good | 810 | 86.2 |
September 1992 | Good | Very Good | Very Good | Very Good | 810 | 86.2 |
August 1991 | Good | Very Good | Very Good | Very Good | 690 | 89.9 |