LOCAL over CREEK
Map
Coordinates:
+43.37778, -91.6194443°22'40" N, 91°37'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | LOCAL over CREEK |
Structure number: | 000000000348310 |
Location: | 099072403 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 28.9 ft. [8.8 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Skew angle: | 42° |
Owner: | County Highway Agency [02] |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2009] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Operating rating: | 28.5 tons [25.9 metric tons] |
Inventory rating: | 15.7 tons [14.3 metric tons] |
Sufficiency rating: | 28.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
March 2016 | 28.0 | Poor | Fair | Poor | Serious | SD | 30 |
April 2015 | 28.0 | Poor | Fair | Poor | Serious | SD | 30 |
April 2014 | 28.0 | Poor | Fair | Fair | Serious | SD | 30 |
March 2013 | 28.0 | Poor | Fair | Fair | Serious | SD | 30 |
April 2011 | 28.0 | Poor | Fair | Fair | Serious | SD | 30 |
April 2009 | 28.0 | Poor | Fair | Fair | Serious | SD | 20 |
April 2007 | 28.0 | Poor | Fair | Fair | Serious | SD | 20 |
June 2005 | 28.0 | Poor | Fair | Fair | Serious | SD | 20 |
December 2002 | 29.0 | Poor | Fair | Fair | Serious | SD | 20 |
May 2001 | 29.0 | Poor | Fair | Fair | Serious | SD | 20 |
March 1999 | 29.0 | Poor | Fair | Fair | Serious | SD | 60 |
April 1997 | 29.0 | Poor | Fair | Fair | Serious | SD | 60 |
November 1994 | 34.0 | Poor | Fair | Fair | Serious | SD | 60 |
May 1993 | 50.3 | Fair | Satisfactory | Fair | Fair | - | 55 |
May 1991 | 50.3 | Fair | Good | Good | Fair | - | 55 |