STH 243 over ST CROIX RIVER 06
Map
Coordinates:
+45.32187, -92.7108245°19'19" N, 92°42'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STH 243 over ST CROIX RIVER 06 |
Structure number: | B48022400000000 |
Location: | AT MINNESOTA STATE LINE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 162.1 ft. [49.4 m] |
Total length: | 673.9 ft. [205.4 m] |
Roadway width between curbs: | 31.2 ft. [9.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Year reconstructed: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Deck [09] |
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: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 6,800 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 48.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,906,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Poor | Fair | Satisfactory | 6800 | 48.6 |
April 2016 | Poor | Poor | Satisfactory | Satisfactory | 6800 | 81.0 |
April 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 6800 | 84.3 |
May 2013 | Fair | Good | Satisfactory | Satisfactory | 6800 | 84.3 |
June 2012 | Fair | Good | Satisfactory | Satisfactory | 7100 | 83.9 |
May 2011 | Fair | Good | Satisfactory | Satisfactory | 7100 | 83.9 |
May 2009 | Fair | Fair | Satisfactory | Satisfactory | 7800 | 81.9 |
July 2008 | Fair | Fair | Satisfactory | Satisfactory | 7800 | 81.9 |
August 2007 | Fair | Fair | Satisfactory | Satisfactory | 7800 | 81.9 |
June 2006 | Fair | Fair | Satisfactory | Satisfactory | 7330 | 82.5 |
July 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 7330 | 83.6 |
June 2004 | Good | Good | Good | Good | 7330 | 83.6 |
October 2003 | Good | Good | Good | Good | 7330 | 83.6 |
July 2002 | Good | Good | Good | Good | 7330 | 83.6 |
July 2000 | Good | Good | Good | Good | 4700 | 86.8 |
June 1999 | Good | Good | Good | Good | 4700 | 86.8 |
May 1998 | Good | Good | Good | Good | 4700 | 86.8 |
May 1997 | Good | Very Good | Very Good | Very Good | 4100 | 87.6 |
June 1996 | Good | Very Good | Very Good | Very Good | 4360 | 87.2 |
January 1995 | Good | Very Good | Very Good | Very Good | 4360 | 86.2 |
May 1993 | Good | Very Good | Very Good | Very Good | 3300 | 87.6 |
June 1992 | Good | Very Good | Very Good | Very Good | 2050 | 93.9 |
April 1991 | Good | Very Good | Very Good | Very Good | 2050 | 93.9 |