THOMAS ST over MIDDLE RIVER
Map
Coordinates:
+41.50382, -94.5245641°30'14" N, 94°31'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | THOMAS ST over MIDDLE RIVER |
Structure number: | 000000000001010 |
Location: | 077320300 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Skew angle: | 45° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1940 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 152 [as of 1998] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 16.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Poor | Poor | Poor | Poor | 152 | 16.1 |
May 2015 | Poor | Poor | Poor | Poor | 152 | 16.1 |
May 2013 | Poor | Poor | Poor | Poor | 152 | 16.1 |
May 2011 | Poor | Poor | Poor | Poor | 152 | 16.1 |
May 2009 | Poor | Poor | Poor | Poor | 152 | 16.1 |
June 2007 | Poor | Poor | Poor | Poor | 152 | 16.1 |
March 2005 | Poor | Poor | Fair | Poor | 152 | 16.1 |
July 2003 | Poor | Poor | Fair | Poor | 152 | 17.4 |
June 2001 | Poor | Poor | Fair | Poor | 152 | 17.4 |
July 1999 | Poor | Poor | Satisfactory | Poor | 152 | 17.4 |
June 1997 | Poor | Poor | Satisfactory | Poor | 152 | 17.4 |
May 1995 | Poor | Fair | Satisfactory | Poor | 148 | 19.6 |
August 1993 | Fair | Fair | Satisfactory | Fair | 15 | 36.8 |
April 1991 | Fair | Fair | Satisfactory | Fair | 15 | 36.8 |