IH USH 51-IH 39 NB over STH 73
Map
Coordinates:
+44.21357, -89.5243244°12'49" N, 89°31'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IH USH 51-IH 39 NB over STH 73 |
Structure number: | B69002200000000 |
Location: | 5.8M N JCT CTH V TO E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 86.9 ft. [26.5 m] |
Total length: | 175.9 ft. [53.6 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: | 16.4 ft. [5.0 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | 15,200 [as of 2016] |
Truck traffic: | 18% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 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: | 96.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 15200 | 96.1 |
June 2016 | Fair | Good | Good | Satisfactory | 6800 | 98.0 |
June 2014 | Fair | Good | Good | Satisfactory | 7900 | 98.0 |
June 2012 | Good | Good | Good | Good | 7900 | 98.0 |
June 2010 | Good | Good | Good | Good | 7900 | 98.0 |
June 2008 | Good | Good | Good | Good | 7900 | 98.0 |
July 2006 | Good | Good | Good | Good | 7900 | 98.0 |
October 2004 | Good | Good | Good | Good | 7900 | 98.0 |
October 2002 | Good | Good | Good | Good | 9125 | 98.0 |
August 2001 | Good | Good | Good | Good | 9125 | 98.0 |
October 2000 | Good | Very Good | Very Good | Good | 9125 | 98.0 |
October 1998 | Fair | Very Good | Very Good | Satisfactory | 9125 | 100.0 |
September 1997 | Fair | Very Good | Very Good | Satisfactory | 9125 | 100.0 |
April 1996 | Fair | Very Good | Very Good | Satisfactory | 9125 | 100.0 |
September 1995 | Fair | Very Good | Very Good | Satisfactory | 9125 | 100.0 |
October 1994 | Fair | Very Good | Very Good | Satisfactory | 9125 | 100.0 |
April 1993 | Fair | Very Good | Very Good | Satisfactory | 4510 | 100.0 |
June 1992 | Fair | Very Good | Very Good | Satisfactory | 4510 | 100.0 |
May 1991 | Good | Very Good | Very Good | Very Good | 3670 | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,056 | 1,018 | 38 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,559 | 7,402 | 145 | 12 | 0 |
Wearing Surfaces | sq. ft. | 14,064 | 14,064 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 85 | 69 | 13 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 42 | 41 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 351 | 347 | 4 | 0 | 0 |