Winchester Crossin over (O) George's Creek


+39.87363, -82.81949
39°52'25" N, 82°49'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Winchester Crossin over (O) George's Creek
Structure number:2563363
Location:1597 FT E/GENDER ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:58.1 ft. [17.7 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2004]
Truck traffic:1% 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 desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
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:87.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Good8 out of 1080087.5
October 2016Good7 out of 1080087.5
December 2015Good7 out of 1080087.5
November 2014Good7 out of 1080087.5
May 2013Good7 out of 1080070.9
June 2012Good7 out of 1080070.9
June 2011Good7 out of 1080070.9
July 2010Good7 out of 1080070.9
November 2007Good8 out of 1010094.1
November 2006Good8 out of 1010094.1