BOBCAT RD over LIT COBB CR
Map
Coordinates:
+37.55852, -92.4579437°33'31" N, 92°27'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BOBCAT RD over LIT COBB CR |
Structure number: | 20552 |
Old structure number: | 2640012 053 (from 1992 edition) |
Location: | S 22 T 33 N R 14 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
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: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 20 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 31.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $306,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Fair | Fair | 20 | 31.2 |
May 2015 | Fair | Fair | Fair | Fair | 20 | 30.2 |
April 2013 | Fair | Fair | Fair | Fair | 20 | 30.2 |
April 2011 | Fair | Fair | Fair | Fair | 20 | 30.2 |
June 2009 | Fair | Fair | Fair | Satisfactory | 20 | 30.2 |
April 2007 | Fair | Fair | Fair | Satisfactory | 20 | 30.2 |
May 2005 | Fair | Fair | Fair | Satisfactory | 20 | 30.2 |
April 2003 | Fair | Fair | Fair | Satisfactory | 20 | 30.2 |
March 2001 | Fair | Fair | Fair | Satisfactory | 20 | 30.2 |
April 1999 | Fair | Fair | Fair | Satisfactory | 20 | 30.2 |
February 1991 | Fair | Fair | Satisfactory | Satisfactory | 20 | 37.2 |