49TH AVE N over I 94, BUS RAMP; ON RAMP
Map
Coordinates:
+45.04393, -93.2847845°02'38" N, 93°17'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | 49TH AVE N over I 94, BUS RAMP; ON RAMP |
Structure number: | 27808 |
Location: | 2.0 MI S OF JCT TH 694 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 103.0 ft. [31.4 m] |
Total length: | 332.4 ft. [101.3 m] |
Roadway width between curbs: | 52.2 ft. [15.9 m] |
Deck width edge-to-edge: | 70.2 ft. [21.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,300 [as of 2005] |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 80.1 tons [72.8 metric tons] |
Inventory rating: | 47.9 tons [43.5 metric tons] |
Sufficiency rating: | 86.2 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2015 | 86.2 | Fair | Satisfactory | Good | Good | - | 5300 |
June 2013 | 85.2 | Good | Good | Good | Good | - | 5300 |
August 2011 | 85.2 | Good | Good | Good | Good | - | 5300 |
September 2009 | 85.2 | Good | Good | Good | Good | - | 5300 |
May 2007 | 85.2 | Good | Good | Good | Good | - | 5300 |
April 2006 | 85.2 | Good | Good | Good | Good | - | 5300 |
July 2004 | 85.2 | Good | Good | Good | Good | - | 5200 |
July 2003 | 81.2 | Good | Good | Good | Good | - | 6500 |
August 2002 | 81.2 | Fair | Good | Satisfactory | Good | - | 6500 |
May 2000 | 81.2 | Fair | Good | Satisfactory | Good | - | 6500 |
July 1999 | 0.0 | Fair | Good | Satisfactory | Good | - | 100000 |
July 1998 | 81.2 | Fair | Good | Satisfactory | Good | - | 6500 |
October 1996 | 80.6 | Good | Good | Good | Good | - | 6500 |
September 1995 | 80.4 | Good | Good | Good | Good | - | 5900 |
July 1994 | 80.4 | Good | Good | Good | Good | - | 5900 |
September 1993 | 80.5 | Good | Good | Good | Good | - | 5700 |
August 1992 | 80.5 | Good | Good | Good | Good | - | 5580 |
October 1991 | 80.5 | Good | Good | Very Good | Good | - | 5600 |