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SR 102 over OGEECHEE RIVER

Map

Coordinates:
+33.17681, -82.73916
33°10'37" N, 82°44'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 102 over OGEECHEE RIVER
Structure number:000000030300170
Location:14.1 MI N OF SANDERSVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:77.1 ft. [23.5 m]
Total length:523.0 ft. [159.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1953
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: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: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:640 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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:67.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$397,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactorySatisfactory64067.0
July 2015FairSatisfactorySatisfactorySatisfactory64067.0
August 2013FairSatisfactorySatisfactorySatisfactory64067.0
November 2011FairSatisfactorySatisfactorySatisfactory62065.5
September 2009FairSatisfactorySatisfactorySatisfactory74065.5
July 2007FairSatisfactorySatisfactorySatisfactory78061.0
July 2005FairSatisfactorySatisfactorySatisfactory73065.5
July 2003FairSatisfactorySatisfactorySatisfactory70065.5
August 2001FairSatisfactorySatisfactorySatisfactory106058.9
October 1999FairSatisfactorySatisfactorySatisfactory106056.1
September 1997FairGoodSatisfactoryVery Good106056.1
October 1995FairGoodSatisfactoryGood106056.1
February 1994FairGoodSatisfactoryVery Good106056.1
May 1992GoodGoodGoodVery Good106056.1
October 1990GoodGoodGoodVery Good106056.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.53217835400
Steel Protective Coatingsq. ft.4,6602,7691,89100
Reinforced Concrete Girder/Beamlinear ft.1,560972543450
Deck
Reinforced Concrete Decksq. ft.3,9901,5022,476120
Reinforced Concrete Top Flangesq. ft.11,7005,7045,986100
Substructure
Reinforced Concrete Columneach63300
Reinforced Concrete Abutmentlinear ft.68382640
Prestressed Concrete Pileeach4443100
Reinforced Concrete Pier Caplinear ft.392202170200
Joints
Pourable Jointlinear ft.384384000
Bearings
Movable Bearingeach84400
Steel Protective Coatingsq. ft.167900
Fixed Bearingeach82600
Steel Protective Coatingsq. ft.1611500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.90030859200