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ELLENTON-OMEGA RD over WARRIOR CREEK OVERFLOW

Map

Coordinates:
+31.25560, -83.57461
31°15'20" N, 83°34'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ELLENTON-OMEGA RD over WARRIOR CREEK OVERFLOW
Structure number:000000007100690
Location:APP 6 MI N OF ELLENTON
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:33.1 ft. [10.1 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:County Highway Agency [02]
Year built:1959
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,290 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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: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]
Sufficiency rating:54.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$580,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryGoodSatisfactory129054.6
January 2015FairSatisfactorySatisfactorySatisfactory129054.6
February 2013FairSatisfactorySatisfactorySatisfactory129054.6
February 2011FairSatisfactorySatisfactorySatisfactory134054.5
February 2009FairSatisfactorySatisfactorySatisfactory134054.5
February 2007FairSatisfactorySatisfactorySatisfactory129054.6
December 2004FairSatisfactorySatisfactorySatisfactory139054.4
February 2003FairSatisfactorySatisfactorySatisfactory110053.5
January 2001FairSatisfactorySatisfactorySatisfactory120063.0
February 1999FairSatisfactorySatisfactorySatisfactory118862.9
March 1997FairFairFairFair118852.0
March 1995FairFairFairFair118852.1
April 1993FairFairFairFair118852.1
May 1991FairFairFairFair118852.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.396396000
Deck
Reinforced Concrete Top Flangesq. ft.2,9702,37060000
Substructure
Reinforced Concrete Abutmentlinear ft.6262000
Steel Pileeach80800
Steel Protective Coatingsq. ft.1397938157
Reinforced Concrete Pier Caplinear ft.4646000
Joints
Pourable Jointlinear ft.120060060
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.198198000