+32.21690, -81.82498
32°13'01" N, 81°49'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 733 over THICK CREEK
Structure number:000000010900210
Location:4.7 MI N OF DAISY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:County Highway Agency [02]
Year built:1975
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 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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:590 [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:Fair [5 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:57.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$234,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactoryFair59057.2
February 2015FairSatisfactorySatisfactoryFair59057.2
February 2013FairSatisfactoryGoodFair59057.2
February 2011FairGoodGoodFair92049.6
February 2009FairGoodGoodFair92049.6
February 2007FairGoodGoodFair84065.6
February 2005FairGoodGoodFair86065.6
February 2003FairGoodGoodFair90065.6
February 2001FairGoodGoodFair80065.5
April 1999FairGoodGoodFair80065.5
March 1996PoorGoodSatisfactoryPoor70039.1
April 1994PoorGoodSatisfactoryPoor70039.1
May 1992PoorGoodSatisfactoryPoor62039.2
August 1990PoorGoodSatisfactoryPoor62039.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.320320000
Steel Protective Coatingsq. ft.1,9201,12008000
Reinforced Concrete Decksq. ft.1,1721,164620
Wearing Surfacessq. ft.1,1721,172000
Reinforced Concrete Abutmentlinear ft.5858000
Timber Pileeach102800
Reinforced Concrete Pier Caplinear ft.2929000
Pourable Jointlinear ft.8181000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8080000