+36.50177, -83.23750
36°30'06" N, 83°14'15" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 31 over DUCK CREEK
Structure number:34SR0310007
Location:6.82 MI.N. JCT. FAS 2349
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:13.1 ft. [4.0 m]
Total length:26.9 ft. [8.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,360 [as of 2017]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Fair6 out of 10336083.3
June 2016Fair6 out of 10277085.6
July 2014Fair6 out of 10256086.5
July 2012Fair6 out of 10238087.3
July 2010Good7 out of 10274085.7
August 2008Good7 out of 10282085.3
August 2006Good7 out of 10292085.9
August 2004Good7 out of 10285086.2
May 2002Good7 out of 10276086.6
May 2000Good7 out of 10269086.9
August 1998Good7 out of 10270085.7
May 1996Good7 out of 10214089.4
August 1994Good7 out of 10233088.6
May 1992Good7 out of 10205089.9
September 1990Good8 out of 10205089.9