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AIRPORT ROAD over MOSSY CREEK TRIB.

Map

Coordinates:
+34.56534, -83.70047
34°33'55" N, 83°42'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AIRPORT ROAD over MOSSY CREEK TRIB.
Structure number:000000031150040
Location:4.2 MI SE OF CLEVELAND
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:33.1 ft. [10.1 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:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Poor [4 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:16.8 tons [15.3 metric tons]
Inventory rating:9.9 tons [9.0 metric tons]
Sufficiency rating:26.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$141,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201626.0PoorPoorFairFairSD50
February 201529.1FairSatisfactoryFairFairSD50
February 201429.1FairSatisfactoryFairFairSD50
February 201227.9FairFairFairFairSD104
February 201027.8FairFairFairFairSD140
February 200827.8FairFairFairFairSD140
February 200628.0FairFairFairFairSD70
October 200427.9FairFairFairSatisfactorySD100
February 200434.2PoorPoorFairSatisfactorySD100
February 200236.2FairFairFairSatisfactoryFO100
February 200036.0FairFairFairSatisfactoryFO260
April 199836.0FairFairFairSatisfactoryFO260
January 199618.3FairFairFairSatisfactorySD260
January 199418.3PoorFairPoorSatisfactorySD260
February 199218.3FairFairFairSatisfactorySD260
March 199118.3FairFairFairSatisfactorySD260

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6600660
Steel Protective Coatingsq. ft.379003790
Substructure
Other Material Abutmentlinear ft.24012120
Deck
Timber Decksq. ft.396761951250
Wearing Surfacessq. ft.1981336500