IH USH51-IH39 NB over LRD CZECH AVE
Map
Coordinates:
+43.99643, -89.4978443°59'47" N, 89°29'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IH USH51-IH39 NB over LRD CZECH AVE |
Structure number: | B69001700000000 |
Location: | 2.8M N JCT CTH Z |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 49.5 ft. [15.1 m] |
Total length: | 111.2 ft. [33.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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 [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,800 [as of 2016] |
Truck traffic: | 20% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Good | 5800 | 97.2 |
June 2016 | Good | Good | Good | Good | 5800 | 97.2 |
June 2014 | Good | Good | Good | Very Good | 6900 | 97.7 |
June 2012 | Good | Good | Good | Very Good | 6900 | 97.7 |
June 2010 | Good | Good | Good | Very Good | 6900 | 97.7 |
June 2008 | Good | Good | Good | Very Good | 6900 | 97.7 |
June 2006 | Good | Good | Good | Very Good | 6900 | 97.7 |
October 2004 | Good | Good | Good | Very Good | 6900 | 97.7 |
October 2002 | Good | Good | Good | Very Good | 9045 | 97.6 |
August 2001 | Good | Good | Good | Very Good | 9045 | 97.2 |
November 2000 | Good | Good | Good | Very Good | 9045 | 97.2 |
September 1998 | Good | Good | Good | Very Good | 9045 | 99.2 |
November 1997 | Good | Good | Good | Very Good | 9045 | 99.2 |
August 1996 | Good | Good | Very Good | Very Good | 9045 | 99.2 |
September 1995 | Good | Very Good | Very Good | Very Good | 9045 | 99.3 |
April 1994 | Good | Very Good | Very Good | Very Good | 9045 | 99.3 |
September 1993 | Good | Very Good | Very Good | Very Good | 3580 | 99.7 |
July 1992 | Good | Very Good | Very Good | Good | 3580 | 99.7 |
August 1991 | Good | Very Good | Very Good | Good | 3180 | 99.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 85 | 83 | 1 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 261 | 246 | 15 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,785 | 4,622 | 83 | 80 | 0 |
Wearing Surfaces | sq. ft. | 4,785 | 3,294 | 1,469 | 6 | 16 |