USH 51 over CTH N
Map
Coordinates:
+45.56603, -89.6748745°33'58" N, 89°40'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | USH 51 over CTH N |
Structure number: | B43002000000000 |
Location: | 1.9M N JCT USH 8 TO W |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 95.8 ft. [29.2 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
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: | 3 |
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: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,600 [as of 2015] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 5600 | 83.8 |
September 2016 | Good | Good | Good | Good | 5600 | 83.8 |
September 2014 | Good | Good | Good | Very Good | 5100 | 83.8 |
September 2012 | Good | Good | Good | Very Good | 5100 | 82.8 |
September 2010 | Good | Good | Good | Very Good | 5190 | 82.8 |
September 2008 | Good | Good | Good | Very Good | 5190 | 82.8 |
September 2006 | Good | Good | Good | Very Good | 5190 | 80.8 |
September 2004 | Good | Good | Good | Very Good | 5190 | 80.8 |
September 2002 | Good | Good | Good | Very Good | 5190 | 80.8 |
September 2000 | Good | Good | Good | Very Good | 6355 | 82.8 |
August 1999 | Good | Good | Good | Very Good | 6355 | 82.8 |
August 1998 | Good | Good | Good | Very Good | 6355 | 82.8 |
November 1997 | Good | Good | Good | Very Good | 6355 | 82.8 |
October 1996 | Good | Good | Good | Very Good | 6355 | 82.8 |
June 1995 | Fair | Satisfactory | Satisfactory | Good | 6355 | 84.8 |
November 1994 | Fair | Satisfactory | Satisfactory | Good | 6355 | 84.8 |
November 1993 | Fair | Satisfactory | Satisfactory | Very Good | 7600 | 84.8 |
September 1992 | Fair | Satisfactory | Satisfactory | Very Good | 2350 | 91.9 |