CLEVES WARSAW RD. over MUDDY CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CLEVES WARSAW RD. over MUDDY CREEK |
Structure number: | 3132021 |
Location: | NO DATA |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 232.0 ft. [70.7 m] |
Total length: | 244.1 ft. [74.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Vertical clearance above deck: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1923 |
Year reconstructed: | 1970 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: January 2013
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 2,200 [as of 1975] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Critical [2 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 13.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2013 | Poor | Fair | Critical | Serious | 2200 | 13.7 |
April 2012 | Poor | Fair | Critical | Serious | 2200 | 13.7 |
June 2010 | Poor | Fair | Critical | Serious | 2200 | 13.7 |
December 2009 | Poor | Fair | Critical | Serious | 2200 | 13.7 |
September 2008 | Poor | Fair | Critical | Serious | 2200 | 13.7 |
June 2007 | Poor | Good | Critical | Critical | 2200 | 15.7 |
April 2005 | Poor | Good | Serious | Serious | 2200 | 29.3 |
June 2003 | Poor | Good | Poor | Serious | 2200 | 29.3 |
August 2001 | Fair | Good | Fair | Good | 2200 | 59.0 |
August 2000 | Fair | Good | Fair | Good | 2200 | 59.0 |
September 1999 | Fair | Good | Satisfactory | Good | 2200 | 70.1 |
December 1998 | Fair | Good | Satisfactory | Good | 2200 | 70.1 |
October 1997 | Fair | Good | Fair | Good | 2200 | 59.0 |
September 1995 | Fair | Good | Satisfactory | Good | 2200 | 70.2 |
October 1994 | Fair | Good | Satisfactory | Good | 2200 | 70.2 |
September 1993 | Fair | Good | Satisfactory | Good | 2200 | 70.2 |
September 1992 | Fair | Good | Satisfactory | Very Good | 2200 | 70.2 |
October 1991 | Fair | Very Good | Satisfactory | Very Good | 2200 | 70.2 |