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SALEM ROAD over DRY CREEK

Map

Coordinates:
+34.96281, -85.30541
34°57'46" N, 85°18'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SALEM ROAD over DRY CREEK
Structure number:000000029500400
Location:JUST WEST OF ROSSVILLE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:790 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:30.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$176,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorSatisfactoryFairPoor79030.0
February 2015FairSatisfactoryFairFair79045.5
February 2013FairSatisfactoryFairFair79045.5
January 2011FairSatisfactoryFairFair61048.8
January 2009FairSatisfactoryFairFair61048.8
December 2006FairSatisfactoryFairFair73048.7
January 2005FairSatisfactoryFairFair50048.8
February 2003FairSatisfactoryFairFair40049.9
January 2001FairSatisfactoryFairFair806035.1
December 1998FairSatisfactoryFairFair806035.1
June 1996FairFairFairFair758034.2
April 1994FairFairFairFair758033.8
April 1992FairFairFairFair753033.8
September 1990FairFairFairFair753033.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.150001500
Steel Protective Coatingsq. ft.1,8900001,890
Reinforced Concrete Girder/Beamlinear ft.6006000
Deck
Reinforced Concrete Decksq. ft.900900000
Superstructure
Reinforced Concrete Floor Beamlinear ft.6060000
Substructure
Reinforced Concrete Abutmentlinear ft.60300300
Steel Pileeach30030
Steel Protective Coatingsq. ft.200200000
Steel Pier Caplinear ft.88000
Steel Protective Coatingsq. ft.7575000
Bearings
Enclosed/Concealed Bearingeach2424000