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FOWLER MILL ROAD over LITTLE BEAR CREEK

Map

Coordinates:
+33.96559, -83.52243
33°57'56" N, 83°31'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FOWLER MILL ROAD over LITTLE BEAR CREEK
Structure number:000000005950020
Location:.75 MI N OF BOGART
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:32.2 ft. [9.8 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:720 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:42.6 tons [38.7 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:55.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$79,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201555.6FairFairFairSatisfactoryFO720
March 201355.6FairFairFairSatisfactoryFO720
March 201155.6FairFairFairSatisfactoryFO720
March 200955.6FairFairFairSatisfactoryFO720
March 200755.6FairFairFairSatisfactoryFO700
March 200566.7FairFairSatisfactorySatisfactoryFO590
March 200352.8FairFairSatisfactoryFairFO500
March 200152.7FairFairGoodFairFO800
May 199952.5FairFairGoodFairFO700
May 199742.8FairFairFairFairFO700
June 199542.7FairFairFairFairFO600
October 199342.8FairFairFairFairFO560
December 199155.2FairSatisfactorySatisfactoryFairFO560

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.288288000
Steel Protective Coatingsq. ft.3,4992,92105780
Substructure
Masonry Abutmentlinear ft.5252000
Deck
Corrugated or Orthotropic Decksq. ft.7076109700
Wearing Surfacessq. ft.70760510200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5252000