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SR.325 over OVER LITTLE BEAVER CREEK

Map

Coordinates:
+38.84031, -82.39266
38°50'25" N, 82°23'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR.325 over OVER LITTLE BEAVER CREEK
Structure number:2703432
Location:3.37MI S.OF JCT.SR.141
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:33.1 ft. [10.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,149 [as of 2015]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Good8 out of 10114998.6
March 2016Good8 out of 10114998.6
March 2015Good8 out of 10110098.7
March 2013Good8 out of 10158098.1
March 2012Good8 out of 10158098.1
March 2010Good8 out of 10158098.1
March 2009Good8 out of 10130098.4
March 2008Good8 out of 10130098.4
March 2007Good9 out of 10130098.4
March 2006Good9 out of 10120098.5
March 2005Good9 out of 10120098.5
January 2004Good9 out of 10120098.5