FAS 325 over DRY CREEK


+36.53613, -85.04758
36°32'10" N, 85°02'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 325 over DRY CREEK
Structure number:69S42350007
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.9 ft. [13.7 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1995
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:3
Main spans material:Prestressed concrete continuous [6]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:530 [as of 2017]
Truck traffic:12% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood53088.1
January 2016GoodGoodGoodGood46088.1
January 2014GoodGoodGoodGood42088.1
January 2012GoodGoodGoodGood50088.1
January 2010GoodGoodGoodGood45092.2
January 2008GoodGoodVery GoodGood48092.2
January 2006GoodExcellentExcellentExcellent55093.1
January 2004GoodExcellentExcellentExcellent52093.2
January 2002GoodExcellentExcellentExcellent53093.2
January 2000GoodExcellentExcellentExcellent51094.2
May 1998GoodExcellentExcellentExcellent46094.2
May 1996GoodExcellentExcellentExcellent46094.2
August 1995GoodExcellentExcellentExcellent43093.7
May 1994PoorFairPoorSerious40017.6
May 1992PoorFairPoorSerious38017.7
December 1991PoorFairPoorSerious38017.7