+31.66908, -81.91819
31°40'09" N, 81°55'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 169 over GOOSE CREEK
Structure number:000000030500240
Location:4 MI N OF JESUP
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,160 [as of 2011]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:65.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$516,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory316065.5
March 2015FairSatisfactorySatisfactorySatisfactory316065.5
March 2013FairSatisfactorySatisfactorySatisfactory316065.5
March 2011GoodGoodGoodGood321066.5
March 2009GoodGoodGoodGood338066.3
March 2007GoodGoodGoodGood338066.3
March 2005GoodGoodGoodGood344066.3
April 2003GoodGoodGoodGood310066.6
March 2001GoodGoodGoodGood310066.6
April 1999GoodGoodGoodGood310060.4
October 1996GoodGoodGoodGood290061.5
January 1995GoodGoodGoodGood261061.7
January 1993GoodGoodGoodGood261061.7
November 1990GoodGoodGoodGood202062.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.816808080
Steel Girder/Beamlinear ft.8167269000
Steel Protective Coatingsq. ft.2,4481,2967084440
Reinforced Concrete Decksq. ft.4,0024,002000
Wearing Surfacessq. ft.4,0024,002000
Prestressed Concrete Top Flangesq. ft.4,0024,002000
Wearing Surfacessq. ft.4,0024,002000
Reinforced Concrete Abutmentlinear ft.7878000
Steel Pileeach35211400
Steel Protective Coatingsq. ft.42025284840
Steel Pier Caplinear ft.100851500
Steel Protective Coatingsq. ft.1,20072004800
Reinforced Concrete Pier Caplinear ft.8080000
Pourable Jointlinear ft.216216000
Fixed Bearingeach4840080
Steel Protective Coatingsq. ft.48248160
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.432432000