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OGEECHEE RIV ROAD over LONG CREEK

Map

Coordinates:
+33.30852, -82.76879
33°18'31" N, 82°46'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OGEECHEE RIV ROAD over LONG CREEK
Structure number:000000030150110
Location:9 MI SW OF WARRENTON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:32.2 ft. [9.8 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1957
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:5
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:80 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:63.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$938,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairFair8063.8
February 2015FairFairFairFair8063.8
January 2013FairFairFairFair8063.8
February 2011FairFairFairFair79048.7
February 2009FairFairFairFair79048.7
February 2007FairFairFairFair68051.7
March 2005FairFairFairFair62051.7
January 2003FairFairFairFair97045.0
February 2001FairFairSatisfactorySatisfactory50058.1
April 1999FairFairSatisfactorySatisfactory50070.8
April 1997FairFairSatisfactorySatisfactory50070.8
May 1995FairFairFairFair50059.9
August 1993FairFairFairFair50059.9
January 1992FairFairSatisfactorySatisfactory50070.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.64044619400
Deck
Reinforced Concrete Top Flangesq. ft.4,8002,7672,022110
Substructure
Reinforced Concrete Abutmentlinear ft.68531500
Steel Pileeach1601600
Steel Protective Coatingsq. ft.637006370
Reinforced Concrete Pier Caplinear ft.112793120
Joints
Pourable Jointlinear ft.144001440
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.32013018460