25TH Ave S over I 94
Map
Coordinates:
+44.96424, -93.2361744°57'51" N, 93°14'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | 25TH Ave S over I 94 |
Structure number: | 9420 |
Location: | 0.8 MI SE OF JCT TH 55 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 185.0 ft. [56.4 m] |
Roadway width between curbs: | 52.2 ft. [15.9 m] |
Deck width edge-to-edge: | 64.3 ft. [19.6 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Year reconstructed: | 1994 |
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: | 4 |
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: August 2014
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,900 [as of 2005] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 62.4 tons [56.7 metric tons] |
Inventory rating: | 37.3 tons [33.9 metric tons] |
Sufficiency rating: | 78.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2014 | 78.0 | Good | Good | Good | Good | FO | 9900 |
August 2012 | 78.0 | Good | Good | Good | Good | FO | 9900 |
July 2010 | 78.0 | Good | Good | Good | Good | FO | 9900 |
October 2008 | 78.0 | Good | Good | Good | Good | FO | 9900 |
November 2007 | 80.0 | Good | Good | Good | Good | - | 9900 |
October 2006 | 80.0 | Good | Good | Good | Good | - | 9900 |
December 2005 | 80.0 | Good | Good | Good | Good | - | 9500 |
August 2004 | 80.0 | Fair | Good | Satisfactory | Good | - | 9500 |
November 2003 | 80.0 | Fair | Good | Satisfactory | Good | - | 10400 |
August 2002 | 80.0 | Fair | Good | Satisfactory | Good | - | 10400 |
June 2001 | 80.0 | Fair | Good | Satisfactory | Good | - | 10400 |
October 1999 | 80.0 | Fair | Very Good | Satisfactory | Good | - | 10400 |
July 1998 | 80.0 | Fair | Very Good | Satisfactory | Good | - | 10400 |
December 1996 | 74.1 | Fair | Very Good | Satisfactory | Good | FO | 14000 |
September 1995 | 77.7 | Fair | Very Good | Satisfactory | Good | - | 13400 |
October 1994 | 77.7 | Fair | Very Good | Satisfactory | Good | - | 13400 |
October 1993 | 77.7 | Fair | Very Good | Satisfactory | Good | - | 13400 |
November 1992 | 74.6 | Poor | Poor | Satisfactory | Good | SD | 13400 |
July 1991 | 74.6 | Poor | Poor | Satisfactory | Good | SD | 13400 |