COUNTY RD 8690 over MUSTIN CR
Map
Coordinates:
+36.70640, -91.8193036°42'23" N, 91°49'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 8690 over MUSTIN CR |
Structure number: | 24837 |
Old structure number: | F 372R1 1 (from 1992 edition) |
Location: | S 35 T 24 N R 8 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 77.1 ft. [23.5 m] |
Roadway width between curbs: | 17.7 ft. [5.4 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1922 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 77.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $237,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Satisfactory | 100 | 77.7 |
November 2016 | Fair | Fair | Fair | Satisfactory | 100 | 77.7 |
November 2014 | Fair | Fair | Fair | Satisfactory | 100 | 77.7 |
February 2013 | Fair | Good | Satisfactory | Good | 100 | 89.7 |
February 2012 | Fair | Good | Satisfactory | Good | 100 | 89.7 |
December 2010 | Fair | Good | Satisfactory | Good | 100 | 89.7 |
November 2008 | Fair | Good | Satisfactory | Good | 100 | 89.7 |
April 2007 | Fair | Good | Satisfactory | Good | 100 | 89.7 |
October 2005 | Fair | Good | Satisfactory | Good | 100 | 89.7 |
December 2004 | Poor | Good | Satisfactory | Poor | 100 | 41.5 |
July 2003 | Fair | Good | Satisfactory | Good | 100 | 67.5 |
September 2001 | Fair | Good | Satisfactory | Good | 100 | 67.5 |
October 2000 | Poor | Poor | Poor | Good | 7589 | 32.9 |
December 1999 | Poor | Poor | Poor | Good | 7382 | 32.9 |
March 1999 | Good | Good | Good | Good | 100 | 67.5 |
October 1998 | Poor | Poor | Poor | Good | 7382 | 32.9 |
October 1997 | Poor | Poor | Poor | Good | 7382 | 32.9 |
November 1996 | Poor | Poor | Poor | Good | 7192 | 32.9 |
November 1995 | Poor | Poor | Poor | Satisfactory | 7192 | 32.9 |
October 1994 | Poor | Poor | Poor | Satisfactory | 6843 | 33.8 |
November 1993 | Poor | Poor | Poor | Satisfactory | 6555 | 33.8 |
September 1991 | Poor | Poor | Poor | Satisfactory | 6591 | 23.0 |
February 1991 | Good | Good | Good | Good | 50 | 66.0 |