I 694 SB over UP RR
Map
Coordinates:
+44.99333, -92.9600844°59'36" N, 92°57'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | I 694 SB over UP RR |
Structure number: | 82805 |
Location: | 3.0 MI N OF JCT TH 94 |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 144.7 ft. [44.1 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: September 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 36,500 [as of 2008] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 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 desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 55.0 tons [50.0 metric tons] |
Inventory rating: | 32.8 tons [29.8 metric tons] |
Sufficiency rating: | 96.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $489,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2015 | 96.6 | Fair | Very Good | Good | Satisfactory | - | 36500 |
October 2013 | 98.0 | Fair | Very Good | Good | Satisfactory | - | 36500 |
October 2011 | 98.0 | Fair | Very Good | Satisfactory | Good | - | 36500 |
December 2010 | 98.0 | Fair | Very Good | Satisfactory | Good | - | 36500 |
November 2009 | 95.0 | Poor | Poor | Satisfactory | Good | SD | 36500 |
September 2008 | 95.0 | Poor | Poor | Satisfactory | Good | SD | 35000 |
August 2007 | 95.0 | Poor | Poor | Satisfactory | Good | SD | 35000 |
June 2006 | 95.0 | Poor | Poor | Satisfactory | Good | SD | 35000 |
June 2005 | 95.0 | Poor | Poor | Satisfactory | Good | SD | 35000 |
February 2005 | 95.0 | Poor | Poor | Satisfactory | Good | SD | 33500 |
October 2003 | 95.0 | Poor | Poor | Satisfactory | Good | SD | 33500 |
September 2002 | 95.0 | Poor | Poor | Satisfactory | Good | SD | 26500 |
September 2000 | 71.0 | Poor | Satisfactory | Poor | Good | SD | 26500 |
April 1999 | 71.0 | Poor | Satisfactory | Poor | Good | SD | 31000 |
June 1998 | 71.0 | Poor | Satisfactory | Poor | Good | SD | 26500 |
October 1997 | 98.0 | Fair | Satisfactory | Satisfactory | Good | - | 26500 |
December 1996 | 98.0 | Fair | Satisfactory | Satisfactory | Good | - | 26500 |
June 1995 | 95.8 | Fair | Satisfactory | Good | Good | - | 22750 |
November 1993 | 95.8 | Fair | Satisfactory | Good | Good | - | 22750 |
October 1992 | 98.0 | Fair | Satisfactory | Good | Good | - | 21000 |
September 1991 | 98.0 | Fair | Satisfactory | Good | Good | - | 21000 |