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OLD US 41 over FRANKS CREEK TRIB

Map

Coordinates:
+30.97188, -83.35990
30°58'19" N, 83°21'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD US 41 over FRANKS CREEK TRIB
Structure number:000000018550380
Location:APP 1.5 MI S OF HAHIRA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.0 ft. [7.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,390 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:52.5 tons [47.7 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:74.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$281,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201674.7FairGoodSatisfactorySatisfactoryFO4390
February 201474.7FairGoodSatisfactorySatisfactoryFO4390
February 201274.4FairGoodSatisfactorySatisfactoryFO5420
February 201074.4FairGoodSatisfactorySatisfactoryFO5420
January 200874.4FairGoodSatisfactorySatisfactoryFO5420
January 200674.2FairGoodSatisfactorySatisfactoryFO6400
January 200475.5FairGoodSatisfactorySatisfactoryFO4100
January 200261.9FairSatisfactorySatisfactorySatisfactoryFO6930
January 200061.9FairSatisfactorySatisfactorySatisfactoryFO6300
March 199850.9FairFairFairFairFO5900
February 199653.8FairFairFairFairFO4100
February 199453.8FairFairFairFairFO3900
March 199251.8FairFairFairFairFO3770
May 199053.8FairFairFairFairFO3770

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.240239100
Deck
Reinforced Concrete Top Flangesq. ft.1,2821,280200
Wearing Surfacessq. ft.1,1521,152000
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.5454000
Reinforced Concrete Pier Caplinear ft.2323000
Joints
Pourable Jointlinear ft.7878000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9696000