HODGES ROAD over MULE CREEK
Map
Coordinates:
+30.93171, -83.6636730°55'54" N, 83°39'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HODGES ROAD over MULE CREEK |
Structure number: | 000000002750280 |
Location: | APP 5 MI SE OF PAVO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 16.1 ft. [4.9 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 14.8 ft. [4.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 10 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2011] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 24.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $639,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2016 | Poor | Fair | Poor | Satisfactory | 50 | 24.3 |
August 2014 | Fair | Satisfactory | Fair | Satisfactory | 50 | 25.3 |
August 2012 | Fair | Fair | Fair | Fair | 50 | 24.3 |
August 2010 | Fair | Fair | Fair | Fair | 140 | 19.3 |
September 2008 | Fair | Fair | Fair | Fair | 140 | 19.3 |
August 2006 | Fair | Fair | Fair | Fair | 150 | 21.1 |
August 2004 | Fair | Fair | Fair | Fair | 100 | 25.4 |
August 2002 | Poor | Fair | Fair | Poor | 100 | 21.3 |
August 2000 | Poor | Poor | Fair | Poor | 100 | 19.0 |
December 1998 | Fair | Fair | Fair | Fair | 90 | 27.4 |
September 1996 | Fair | Fair | Fair | Fair | 90 | 27.4 |
November 1994 | Fair | Fair | Fair | Fair | 90 | 27.9 |
December 1992 | Fair | Fair | Fair | Fair | 90 | 27.9 |
February 1991 | Fair | Fair | Fair | Fair | 90 | 27.9 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Stringer | linear ft. | 1,931 | 1,925 | 0 | 6 | 0 |
Substructure |
Timber Abutment | linear ft. | 15 | 15 | 0 | 0 | 0 |
Timber Pile | each | 34 | 34 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 300 | 273 | 27 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 2,235 | 1,903 | 211 | 121 | 0 |