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US 280 over OCHWALKEE CREEK

Map

Coordinates:
+32.18856, -82.64528
32°11'19" N, 82°38'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 280 over OCHWALKEE CREEK
Structure number:000000030900130
Location:1 MI E OF GLENWOOD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1933
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:6
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: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,550 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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 minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:69.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,055,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairFairSatisfactorySatisfactory355069.3
August 2016FairFairSatisfactoryGood355069.3
August 2014FairFairSatisfactoryGood355069.3
August 2012FairFairSatisfactoryGood355069.3
August 2010FairFairSatisfactoryGood408069.1
September 2008FairFairSatisfactoryGood408069.1
August 2006FairFairSatisfactoryGood378069.2
July 2004FairFairSatisfactoryGood412069.0
July 2002FairSatisfactoryGoodGood470069.8
July 2000FairSatisfactoryGoodGood470069.8
November 1998FairSatisfactoryGoodSatisfactory440067.8
December 1995FairSatisfactoryGoodSatisfactory440059.8
January 1994FairSatisfactoryGoodSatisfactory343060.3
January 1992FairSatisfactoryGoodSatisfactory313060.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.900898200
Deck
Reinforced Concrete Top Flangesq. ft.4,8604,0143614850
Wearing Surfacessq. ft.4,8602,4602,40000
Substructure
Reinforced Concrete Columneach1001000
Reinforced Concrete Abutmentlinear ft.4644200
Reinforced Concrete Pier Caplinear ft.115115000
Joints
Pourable Jointlinear ft.168168000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.360036000