CATTLE CREEK RD over UPPER IOWA RIVER
Map
Coordinates:
+43.41517, -91.9588143°24'55" N, 91°57'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CATTLE CREEK RD over UPPER IOWA RIVER |
Structure number: | 000000000348800 |
Location: | 099090603 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 128.9 ft. [39.3 m] |
Total length: | 150.9 ft. [46.0 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 10.5 ft. [3.2 m] |
Owner: | County Highway Agency [02] |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2017] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 17.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Poor | Poor | Serious | Poor | 30 | 17.0 |
March 2016 | Poor | Poor | Serious | Satisfactory | 30 | 17.0 |
April 2015 | Poor | Poor | Serious | Satisfactory | 30 | 17.0 |
April 2014 | Poor | Poor | Serious | Satisfactory | 30 | 17.0 |
March 2013 | Poor | Poor | Serious | Satisfactory | 30 | 17.0 |
March 2012 | Poor | Poor | Serious | Satisfactory | 30 | 17.0 |
March 2010 | Poor | Fair | Serious | Satisfactory | 50 | 16.7 |
March 2009 | Poor | Fair | Serious | Satisfactory | 50 | 16.7 |
April 2007 | Poor | Satisfactory | Poor | Satisfactory | 50 | 16.7 |
April 2006 | Poor | Satisfactory | Poor | Satisfactory | 50 | 16.7 |
April 2004 | Poor | Satisfactory | Poor | Satisfactory | 50 | 16.7 |
March 2002 | Poor | Satisfactory | Poor | Satisfactory | 50 | 16.7 |
June 2000 | Poor | Satisfactory | Poor | Satisfactory | 50 | 16.7 |
February 1998 | Poor | Satisfactory | Poor | Satisfactory | 50 | 16.8 |
July 1996 | Poor | Good | Poor | Satisfactory | 50 | 16.8 |
April 1994 | Poor | Good | Poor | Satisfactory | 50 | 16.7 |
May 1992 | Poor | Poor | Serious | Critical | 35 | 17.0 |
June 1990 | Poor | Poor | Serious | Satisfactory | 35 | 17.0 |