COUNTY RD 828 over DRAIN DTCH
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+36.81761, -89.6134136°49'03" N, 89°36'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 828 over DRAIN DTCH |
Structure number: | 12374 |
Old structure number: | 0080008 072 (from 1992 edition) |
Location: | S 11 T 25 N R 13 E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 16.4 ft. [5.0 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2014
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 15 [as of 2012] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 23.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $262,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2014 | Poor | Fair | Satisfactory | Poor | 15 | 23.7 |
November 2012 | Poor | Fair | Satisfactory | Poor | 15 | 42.7 |
November 2010 | Fair | Good | Satisfactory | Fair | 15 | 59.7 |
March 2009 | Fair | Good | Satisfactory | Fair | 15 | 59.7 |
December 2006 | Fair | Good | Satisfactory | Fair | 15 | 59.7 |
December 2004 | Fair | Good | Satisfactory | Fair | 15 | 59.7 |
November 2002 | Fair | Good | Good | Satisfactory | 15 | 71.7 |
December 2000 | Fair | Satisfactory | Good | Satisfactory | 15 | 71.7 |
November 1998 | Fair | Satisfactory | Good | Satisfactory | 15 | 71.7 |
December 1990 | Fair | Satisfactory | Good | Fair | 15 | 56.3 |