IH 39 NB/90 WB over IH RAMP IH 94 WB TO IH 9
Map
Coordinates:
+43.10382, -89.2821743°06'14" N, 89°16'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IH 39 NB/90 WB over IH RAMP IH 94 WB TO IH 9 |
Structure number: | B13030800000000 |
Location: | 4.2M W JCT USH 12 TO E |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 75.8 ft. [23.1 m] |
Roadway width between curbs: | 69.6 ft. [21.2 m] |
Deck width edge-to-edge: | 72.5 ft. [22.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span 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: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 37,300 [as of 2016] |
Truck traffic: | 11% 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 37300 | 98.0 |
April 2016 | Good | Good | Very Good | Good | 37300 | 98.0 |
April 2014 | Good | Good | Very Good | Good | 37300 | 94.2 |
April 2012 | Good | Good | Very Good | Good | 37300 | 93.2 |
April 2010 | Good | Good | Very Good | Good | 37300 | 93.2 |
April 2008 | Good | Good | Very Good | Good | 23100 | 93.9 |
April 2006 | Good | Good | Very Good | Very Good | 35940 | 93.3 |
April 2004 | Good | Very Good | Very Good | Very Good | 35940 | 93.3 |
April 2002 | Good | Good | Very Good | Very Good | 35940 | 95.3 |
July 2000 | Good | Good | Very Good | Very Good | 13370 | 93.7 |
June 1999 | Good | Good | Very Good | Very Good | 13370 | 95.7 |
October 1998 | Good | Excellent | Excellent | Excellent | 13370 | 95.7 |
January 1997 | Good | Very Good | Very Good | Very Good | 13370 | 95.7 |
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. | 583 | 582 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,505 | 5,235 | 270 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 147 | 138 | 8 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 226 | 179 | 45 | 2 | 0 |