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US 280 over CANOOCHEE RIVER

Map

Coordinates:
+32.14844, -81.78152
32°08'54" N, 81°46'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 280 over CANOOCHEE RIVER
Structure number:000000010900300
Location:7 MI E OF CLAXTON
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:68.9 ft. [21.0 m]
Total length:431.1 ft. [131.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,760 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:92.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,526,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood276092.6
January 2015GoodGoodGoodGood276092.6
February 2013GoodGoodGoodGood276091.6
January 2011GoodGoodVery GoodGood341091.0
February 2009GoodGoodVery GoodGood341091.0
February 2007GoodGoodVery GoodGood305091.3
February 2005GoodGoodVery GoodGood348091.0
February 2003GoodGoodVery GoodGood390094.9
February 2001GoodVery GoodVery GoodGood340095.3
February 1999GoodVery GoodVery GoodGood310095.5
March 1996GoodVery GoodVery GoodVery Good290095.6
April 1994GoodVery GoodVery GoodVery Good290095.6
May 1992GoodVery GoodVery GoodVery Good290095.6
August 1990GoodVery GoodVery GoodVery Good290093.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3541,354000
Steel Protective Coatingsq. ft.6,7703,27003,5000
Prestressed Concrete Girder/Beamlinear ft.800800000
Deck
Reinforced Concrete Decksq. ft.18,66218,662000
Substructure
Reinforced Concrete Abutmentlinear ft.8888000
Prestressed Concrete Pileeach55253000
Reinforced Concrete Pier Caplinear ft.308308000
Joints
Pourable Jointlinear ft.3600028080
Bearings
Elastomeric Bearingeach4040000
Movable Bearingeach2020000
Steel Protective Coatingsq. ft.2051500
Fixed Bearingeach2020000
Steel Protective Coatingsq. ft.2051500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.862862000