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HODGES ROAD over MULE CREEK

Map

Coordinates:
+30.93171, -83.66367
30°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016PoorFairPoorSatisfactory5024.3
August 2014FairSatisfactoryFairSatisfactory5025.3
August 2012FairFairFairFair5024.3
August 2010FairFairFairFair14019.3
September 2008FairFairFairFair14019.3
August 2006FairFairFairFair15021.1
August 2004FairFairFairFair10025.4
August 2002PoorFairFairPoor10021.3
August 2000PoorPoorFairPoor10019.0
December 1998FairFairFairFair9027.4
September 1996FairFairFairFair9027.4
November 1994FairFairFairFair9027.9
December 1992FairFairFairFair9027.9
February 1991FairFairFairFair9027.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Stringerlinear ft.1,9311,925060
Substructure
Timber Abutmentlinear ft.1515000
Timber Pileeach3434000
Timber Pier Caplinear ft.3002732700
Deck
Timber Decksq. ft.2,2351,9032111210